F o r t h e p resen t , des igners in t h e U n i t e d S ta tes
c o u l d prof i t f rom t h e expe r i ence of t h e E u r o p e a
n s a n d the i r d a t a , coefficients, a n d p a r a m e t e r s
m i g h t b e a d a p t e d (see T a b l e s ) to A m e r i c a n s
t a n d a r d s for t h e des ign a c c o r d i n g to t h e l imi
t s tates. Never the less , t h e t i m e is a p p r o a c h i n g
to t h i n k a b o u t p r e p a r a t i o n s of t h e A m e r i c
a n specif icat ions. T h e first ach ievements 3 ' 2 0 ' 2 1 in
this d i r ec t ion s h o u l d b e h i g h l y a p p r e c i a t e
d .
REFERENCES 1. Cable Roof Structures Bethlehem Steel Corp.,
Bethlehem,
Pa., Nov., 7968. 2. Howard, H. S., Jr. Suspended Structures
Concepts
United States Steel Corp., Pittsburgh, Pa., Oct., 7966. 3.
Bethlehem Wire Rope for Bridges, Towers, Aerial T r a m -
ways and Structures Catalog 2277-A, Bethlehem Steel Corp.,
Bethlehem, Pa.
4. Roebl ing Galvanized Strand for Cable-Supported Struc-tures
Bulletin A-963, C. F. & I. Steel Corp., Roebling Wire Rope,
Trenton, N. J., 7966.
5. BibliographyStructural Applications of Steel Cable Systems
American Iron and Steel Institute, New York, N. Y., 7968.
6. Subcommittee 3 on Prestressed Steel of Joint ASCE-AASHO
Committee of Steel Flexural Members Development and Use of
Prestressed Steel Flexural Members Proc. ASCE, Journal of
Structural Division, No. ST9, 7968; No. ST6, 7969.
7. Specifications for the Design, Fabrication and Erection of
Structural Steel for Buildings AISC, New York, N. Y., 7969.
8. Bresler, B., Lin, T. Y. and Scalzi, J. B. Design of Steel
Structures Wiley and Sons, New York, 7968.
9. Beedle, L. S. et al. Structural Steel Design Ronald Press
Co., New York, 7964.
10. Freyssinet, E. Expose d'ensemble de l'idee de precontrainte
Annal. Inst. Techn. Bat. Tray., PubL, No. 77, 7949.
11. Dischinger, F. Stahlbriicken im Verbund mit
Stahlbeton-druckplatten bei gleichzeitiger Vorgpannung durch
hoch-wertige Seile Bauingenieur, No. 77 and 72, 7949.
12. Magnel, G. Prestressed Steel Structures Struct. Engr., No.
77, 7950; No. 7, 7957.
13. Fritz, B. Ube r die Berechnung und Konstruktion
vorges-pannter , stahlerner Fachwerktrager Stahlbau, No. 8,
7955.
14. Wrycza, W. Vorgespannte Stahlkonstruktionen im Hoch-bau
Beratungsstelle fur Stahlverwendung, Dusseldorf, 7959.
15. Schneider, K. H. Disposition, Ausziige und Erganzungen zur
Dissertation 'Beitrag zur Theorie vorgespannter
Stahlkonstruktionen' Wiss. Z. Hochsch. Bauwes. Cottbus, No. 4,
7967.
16. Mortensen, M. Bestimmung des optimalen Querschnitts
vorgespannter stahlerner Vollwandtrager Stahlbau, No. 8, 7964.
17. Goldenblat, I. I. Osnovniye polozheniya metoda rastshota
stroitelnikh konstrukciy po rastshotnych predelnim sos-toyaniyam
Gosstroyizdat, Moscow, 7955.
18. Baldin, V. A. Rastshot stalnikh konstrukciy po rast-shotnim
predelnim sostoyaniam Gosstroyizdat, Moscow, 7956.
19. O N 73 1405 Smernice pro navrhovani predpjatych ocel-ovych
konstrukci Praha, UNM, 7969.
20. Vincent, G. S. Tentat ive Criteria for Load Factor Design of
Steel Highway Bridges AISI, New York, N. Y., Bull. No. 75,
7969.
21. Galambos, T. V. Load Factor Design for Steel Building
Structures Progress Report No. 7 to the Advisory Committee of AISI,
Feb., 7970.
22. European Convention of Steel Construction Preliminary
Recom-mendations for the Safe Sizing of Steel Structures
Con-struction metallique, June, 7969.
A I S C E N G I N E E R I N G J O U R N A L
Welcome ScreenCopyright InformationEditorsTable of
Contents19641st QuarterSteel Cable Creates Novel Structural Space
SystemsZetlin, LevDiscussion
Effective Column Length-Tier BuildingsHiggins, T.R.
Lateral Support for Tier Building FramesGalambos, Theodore
V.Discussion
Simplifications in the Solution of Column Interaction
ProblemsHooper, IraRapp, Robert E.
End Plate Connections in Plastically Designed StructuresCoel,
JosephLathrop, R.P.Onderdonk, A.B.
Folded Steel Plate Roof for a Suburban Branch BankShogren,
V.E.
2nd QuarterFundamentals of Orthotropic Plate DesignAu,
TungChang, Jerry C. L.
AISC Orthotropic Plate Design ManualMilek, W.A.
Wearing Surfaces for Orthotropic DecksGilligan, John A.
The Poplar Street BridgeShields, E.J.
Discussion: Steel Cable Creates Novel Structural Space
SystemsGould, Phillip L.
3rd QuarterCurvilinear Grid FramesHutton, Charles R.
Stiffened Thin Shell DomesBuchert, Kenneth P.
The Steel Framed DomeOdom, Gerald SStevens, David E.
Research in Plastic Design of Multi-story FramesBeedle, Lynn
S.Driscoll, George C., Jr.
Wind Connections with Simple FramingDisque, Robert O.
Castellated Beams - New DevelopmentsBoyer, J.P.
4th QuarterSteel is Changing the Los Angeles SkylineJohnston,
Roy G.
On the Lateral Support of Inelastic ColumnsPincus, George
Tests of Steel Moment ConnectionsBeedle, Lynn S.Christopher,
Richard
Space Frame StructuresNaslund, Kenneth C.
The Bridge Delta Girder: Single-Webbed and Double-WebbedHadley,
Homer M.
Old Bridges Give Clues to Steel Deck PerformanceWolchuk,
Roman
Discussion: Lateral Support for Tier Building FramesHooper,
Ira
19651st QuarterBending Under Seated ConnectionsAbolitz, A.
LeonWarner, Marvin
Effective Length of Columns in Gable FramesLu, Le-Wu
Live Load Deflections in a Prestressed Steel Beam BridgeWelden,
Neil
Lessons from Crane RunwaysMueller, John
E.DiscussionDiscussion
Strength of Three New Types of Composite BeamsToprac, A.A.
One Engineer's Opinion (Bolting and Composite)Milek, W.A.
2nd QuarterSplices in Plastically Designed Continuous
StructuresHart, Willard H.Milek, W.A.
Failure of Simply-Supported Flat Roofs by Ponding of RainChinn,
JamesDiscussion
Design Charts for Bolts with Combined Shear and TensionHagen,
Hans WilliamPenkul, Richard C.
Column Stability under Elastic SupportHiggins,
T.R.Discussion
Steel Column Bending Amplification FactorLiu, William
Y.Discussion
Short Span Highway Bridges with Wide Stringer Spacing and a
Two-way Reinforced Concrete DeckGrossman, Stanley
Discussion: Lessons from Crane RunwaysSaxe, Van Rensselaer
P.
3rd QuarterShell Shapes Framed in SteelGeiger, David H.
Plastic Design of a Three-Story Steel FrameDe Buen, Oscar
Plastic Design of Multi-Story Buildings-A Progress
ReportDriscoll, George C., Jr.Yura, Joseph A.
Method of Combining Mechanisms in Plastic AnalysisPincus,
George
Considerations in the Design of Large-Size Welded Tubular Truss
JointsBouwkamp, J.G.
Framing Connections for Square and Rectangular Structural
TubingWhite, Richard N.
One Engineer's Opinion (Bending of Tees)Milek, W.A.
Discussion: Column Stability under Elastic SupportHiggins,
T.R.Zweig, Alfred
Discussion: Failure of Simply-Supported Flat Roofs by Ponding of
RainWalsh, Martin P., Jr.
Discussion: Lessons from Crane RunwaysMurray, J.J.
4th QuarterCost Studies of High Strength Bolted
ConnectionsGraves, Frederick E.
Thermal Prestressing of Structural SteelWichman, Sven
H.Discussion
Buckling of Framed DomesBuchert, Kenneth P.
Structural Lightweight Concrete for Composite DesignJenny,
Daniel P.
Composite Beams of Steel and Lightweight ConcreteBenjamin, Irwin
A.
Pushout Tests on Lightweight Composite SlabsChinn, James
Composite Design with Lightweight Aggregates on Building
ProjectsLeabu, Victor F.
One Engineer's Opinion (Vibration)Milek, W.A.
Discussion: Steel Column Bending Amplification FactorScheiner,
Alfred
19661st QuarterSteel Shell Roof StructuresNilson, Arthur H.
Analysis Of Framed Space StructuresBaer, Oliver A.
Measured and Computed Stresses in Three Castellated
BeamsBaldwin, James W., Jr.Douty, R.T.
Torsion of Rolled Steel Sections in Building
StructuresHotchkiss, John G.Discussion
Torsion in Closed SectionsSiev, Avinadav
2nd QuarterLehigh Conference on Plastic Design of Multi-Story
Frames-A SummaryDriscoll, George C., Jr.
Column Stability in Type 2 ConstructionDe Falco, FredMarino,
Frank J.Errata
Design of Bolts or Rivets Subject to Combined Shear and
TensionZweig, AlfredErrataDiscussionErrata
Stresses and Displacements in Three-Dimensional TrussesGeer,
ElihuKushman, Robert L.
Design Aids: Minimum Depth and Allowable Bending StressFroyton,
GeorgeDiscussionErrata
One Engineer's Opinion (Lateral Support)Milek, W.A.
Discussion: Torsion of Rolled Steel Sections in Building
StructuresBarnoff, Robert M.
Discussion: Thermal Prestressing of Structural SteelBurton, John
C.Hotchkiss, John G.
3rd QuarterPonding of Two-Way Roof SystemsMarino, Frank
J.DiscussionErrata
Analysis of Curved Steel Girder BridgesLavelle, Francis H.
Testing of a Model Curved Steel Girder BridgeClarke, C.
Bernard
Small Scale Models for Steel FrameworksLitle, William A
Plastic Design of Eccentrically Loaded FastenersAbolitz, A.
LeonDiscussion
Vibration of Steel Joist-Concrete Slab FloorsLenzen, Kenneth
H.
Errata: Design of Bolts or Rivets Subject to Combined Shear and
TensionZweig, Alfred
Errata: Column Stability in Type 2 ConstructionDe Falco,
FredMarino, Frank J.
4th QuarterA Plastic Method For Unbraced Frame DesignDaniels, J.
Hartley
High-Strength Steels for Plastic DesignAdams, Peter F.
The Dry Floor; A New Approach to High Rise Apartment
BuildingsNewman, Joseph H.
Discussion: Design of Bolts or Rivets Subject to Combined Shear
and TensionBertwell, W.Zweig, Alfred
Discussion: Design Aids: Minimum Depth and Allowable Bending
StressMarrone, Adolph A.
19671st QuarterDesign of Braced Multi-Story Frames by the
Plastic MethodLu, Le-Wu
Composite Action of Concrete Slab and Open Web Joist (Without
the Use of Shear Connectors)Kaley, D.J.Wang, P.C.
High-Strength BoltingMunse, W.H.ErrataDiscussion
Allowable Loads on Beams without Lateral SupportMataya,
JohnErrataDiscussion
Discussion: Ponding of Two-way Roof SystemsMarino, Frank
J.Sawyer, Donald A.
Errata: Design Aids: Minimum Depth and Allowable Bending Stress.
(Paper presented April, 1966)Groyton, GeorgeMarrone, Adolph A.
Errata: Ponding of Two-Way Roof SystemsMarino, Frank J.
Errata: Design of Bolts or Rivets Subject to Combined Shear and
TensionZweig, Alfred
2nd QuarterDesign of Beam-ColumnsHooper, IraErrata
A Prestressed Steel Space FrameRogers, PaulDiscussion
Plastic Design of a 14-Story Apartment BuildingBennett, William
A.
Conceptual Design of Double Steel Containment VesselsWang,
Chen-HwaDiscussion
Discussion: Plastic Design of Eccentrically Loaded
FastenersAbolitz, A. LeonFisher, John W.Kulak, Geoffrey L.
Errata: High-Strength BoltingMunse, W.H.
Errata: Allowable Loads on Beams without Lateral SupportMataya,
John
3rd QuarterHyperboloid Space Frames for Tower
StructuresLevinton, Zusse
Box Girder Bridge DesignKavanagh, Thomas C.
Horizontally Curved Steel Girders;Fabrication and
DesignThatcher, W.M.
The Evolution of German Cable Stayed Bridges- An Overall
SurveyFeige, Adolf
Simplified Procedure to Determine Maximum Beam DeflectionKoo,
Benjamin
Discussion: High-Strength BoltingKulak, Geoffrey L.
Discussion: Allowable Loads on Beams without Lateral
SupportMataya, John
Errata: Design of Beam-ColumnsHooper, Ira
4th QuarterPlastic Design by Moment BalancingGaylord, Edwin
H.Discussion
Generalized Superposition Method in Plastic AnalysisPincus,
George
The Severity of Fires in Steel-Frame BuildingsSeigel,
L.G.Errata
Maximum A325 Bolt Loads at a GlanceStetina, Henry J.Errata
One Engineer's Opinion (Beam Splice)Marino, Frank J.
Discussion: A Prestressed Steel Space FrameRogers, PaulShah,
Manu
19681st QuarterEconomic Study of a Braced Multi-Story Steel
FrameGalambos, Theodore V.Williams, James B.
Analysis of Cables as Equivalent Two-Force MembersKudder, Robert
J.Tung, David H.H.
An Investigation of the Effective Concrete Slab Width for
Composite ConstructionGuthrie, LucianHagood, Thomas A.Hoadley,
Peter G.
Automated Design of Space TrussesPatton, Fredrick W.Weaver,
William, Jr.
Test on Diaphragm Behavior of Dry-Floor System with Steel-Edged
Gypsum PlanksJeng Fang, Pen
Discussion: Conceptual Design of Double Steel Containment
VesselsWahl, Howard W.Wang, Chen-Hwa
Errata: The Severity of Fires in Steel-Frame BuildingsSeigel,
L.G.
Errata: Maximum A325 Bolt Loads at a GlanceStetina, Henry J.
2nd QuarterA Cost Evaluation of Space Trusses of Large
SpanGeiger, David H.
Shear Strength of Thin Flange Composite SpecimensGoble, George
G.
Amplification Factors for Beam-ColumnsKoo, Benjamin
The Use of Viscoelastic Material to Damp Vibration in Buildings
and Large StructuresNelson, Frederick C.
Discussion: Plastic Design by Moment BalancingGaylord, Edwin
H.Gurfinkel, German
3rd QuarterA Composite Action Duct-Beam SystemShah, Kirit
N.Vergun, Dimitry K.
Rapid Selection of Beam-ColumnsRubinsky, Moe A.
Automated Analysis of Grid Beam SystemsElleby, Hotten A.
Deformation Analysis of Structures Near Collapse LoadLavingia,
Kishor P.
4th QuarterAnalysis of Horizontally Curved BridgesGillespie,
James W.
Are Tier Building Column Splices Designed?Stetina, Henry
J.Discussion
Determining the Cost of Welded JointsDonnelly, J.A.
Design Curves for Plastic Design of Uniformly Loaded Steel
BeamsHill, Louis A., Jr.Vanderplaats, Garret N.
Space Frame BucklingBuchert, Kenneth P.
Admissible Loads of Gable FramesCheng, Franklin Y.
19691st QuarterBridge Construction DetailsLally, AndrewMilek,
W.A.Discussion
Proposed Working Stresses for Fillet Welds in Building
ConstructionHiggins, T.R.Preece, F.R.
Design of Unstiffened GirdersAbolitz, A. Leon
Some Non-Conventional Cases of Column DesignDalal, Suresh T.
Discussion: Are Tier Building Column Splices Designed?Klayton,
ThurstonStetina, Henry J.
2nd QuarterCorrelation of Discontinuities and Physical
Properties in Steel WeldmentsCriscuolo, E.L.
Reliability Assurance in Navy's Welded Steel Shore
StructuresAmirikian, Arsham
Assurance of Reliability in Fabricated Steel Structures Through
Nondestructive TestingOlsson, D.A.
Use of Ultrasonic Testing in the Structural Steel
IndustryWehrmeister, Allen E.
Reliability in Building Construction Through Nondestructive
TestingGreenberg, Simon A.
3rd QuarterPush-up Steel ConstructionHansen, Robert J.
Exposed Steel Framing on High Rise BuildingsNassetta, Anthony
F.
Bracing of Continuous ColumnsUrdal, Tor B.Errata
Analysis of Helicoidal GirdersAbdul-Baki, AssadBartel, Dean
Discussion: Bridge Construction DetailsVansant, G.F.
4th QuarterMoment-Rotation Characteristics of Shear
ConnectionsKennedy, D.J.L.
Another Approach to Simplified Design of a Curved Steel
GirderKetchek, Konstantin
Yield-Line Analysis and Design of GridsCannon, John P.
Steel Plate Analysis by Finite ElementsFirkins, Norman L.
A Modification to the Subassemblage Method of Designing Unbraced
Multi-story FramesDe Buen, OscarErrata
Errata: Bracing of Continuous ColumnsUrdal, Tor B.
19701st QuarterHomogeneous and Hybrid Girder Design in the 1969
AISC SpecificationMilek, W.A.
Analysis of Curved Girder BridgesBednar, DavidBrogan,
DarrylCulver, Charles
Preliminary Wind Analysis of Multistory BentsBen-Arroyo,
Abraham
Composite Open-Web Steel JoistsGalambos, Theodore V.Tide,
Raymond H.R.
Errata: A Modification to the Subassemblage Method of Designing
Unbraced Multi-story Frames (pp. 142, 144, 145)De Buen, Oscar
2nd QuarterDesign of Steel Bearing PlatesFling, Russell
S.Discussion
Straight-Element Grid Analysis of Horizontally Curved Beam
SystemsWeissman, Herbert A.Errata
Preliminary Design of Curved BridgesHeins, Conrad P.Siminou,
Javid
Calculator for Beam-column DesignTing, Ea-Lu
One Engineer's Opinion (Rectangular Section Beams)Milek,
W.A.
3rd QuarterApproximate Torsional Analysis of Curved Box Girders
by the M/R-MethodFountain, Richard S.Tung, David H.H.
Maximum A325 and A490 Bolt Loads at a GlanceStetina, Henry
J.
Design of Composite Beams with Formed Metal DeckFisher, John
W.Discussion
Minimum Cost Structures by Dynamic ProgrammingGoble, George
G.Moses, Fred
Errata: Straight-Element Grid Analysis of Horizontally Curved
Beam Systems (pp. 44, 45)Weissman, Herbert A.
4th QuarterTemperature Effects on Tall Steel Framed Buildings
Part 1-Response of Steel Columns to Temperature ExposureMcLaughlin,
E.R.
Temperature Effects on Tall Steel Framed Buildings Part
2-Structural AnalysisKar, Anil K.West, Harry H.
Temperature Effects on Tall Steel Framed Buildings Part 3-Design
ConsiderationsKhan, Fazlur R.Nassetta, Anthony F.
One Engineer's Opinion (Multistory Bracing)Disque, Robert O.
Discussion: Design of Steel Bearing PlatesGogate, Anand B.Sling,
Russell S.
19711st QuarterThe Behavior of A514 Steel Tension MembersKulak,
Geoffrey L.Discussion
Painting Structural SteelKeane, John D.
Noncombustible Schools for OmahaAlsmeyer, William C.
Which Design Concept for Prestressed Steel?Amrhein, Francis
GeneTochacek, Miloslav
Discussion: Design of Composite Beams with Formed Metal
DeckFisher, John W.Winter, George
2nd QuarterThe Effective Length of Columns in Unbraced
FramesYura, Joseph A.DiscussionDiscussionDiscussion
Automated Optimum Design of Unstiffened Girder Cross
SectionsGoble, George G.Moses, Fred
Plastic Behavior of Eccentrically-Loaded ConnectionsShermer,
Carl L.Discussion
Treatment of Eccentrically-loaded Connections in the AISC
ManualHiggins, T.R.
Shear Strength of Stud Connectors in Lightweight and
Normal-Weight ConcreteFisher, John W.Ollgaard, Jorgen G.Slutter,
Roger G.DiscussionErrata
3rd QuarterCyclic Yield Reversal in Steel Building Connections
(T.R. Higgins Award)Pinkney, R. BrucePopov, Egor P.
Adapting the AISC Specification to Computer-Aided DesignFenves,
Steven J.Gaylord, Edwin H.Goel, Surendra K.
Lightweight Concrete-on-Steel Composite BeamsBaldwin, James W.,
Jr.McGarraugh, Jay B.
Classification of Steels for StructuresColumn Research
Council
Discussion: The Effective Length of Columns in Unbraced
FramesGogate, Anand B.
Discussion: The Behavior of A514 Steel Tension MembersMacadam,
John N.
4th QuarterLoad Factor Design for Steel Highway BridgesHansell,
W.C.Viest, Ivan M.
Applied Plastic Design of Unbraced Multistory FramesDisque,
Robert O.Discussion
Simplified Plastic Analysis for Reinforced Web HolesRedwood,
R.G.
Recommended Design Procedures for Beams with Web OpeningsBower,
John E.
The Staggered Truss System-Structural ConsiderationsScalzi, John
B.
Discussion: Plastic Behavior of Eccentrically-Loaded
ConnectionsKulak, Geoffrey L.
19721st QuarterTables for Plastic Design of Beams with
Rectangular HolesRedwood, R.G.
Vibration and Deflection of Steel BridgesWalker, William
H.Wright, Richard N.Discussion
The Case for the Semi-Box GirderSchlenker, Norman E.Errata
Discussion: The Effective Length of Columns in Unbraced
FramesAdams, Peter F.Johnston, Bruce G.Yura, Joseph A.Zweig,
Alfred
2nd QuarterSimplified High-Rise Drift Analysis and Optimized
AdjustmentFleischer, Walter H.
Buckling of Hyperbolic ParaboloidsBuchert, Kenneth
P.Discussion
Experimental Study of a Schwedler Rigid Framed DomeBeaufait,
FredBeavers, James E.
Torsional Properties of Composite GirdersHeins, Conrad P.Kuo,
John T.C.
Discussion: Shear Strength of Stud Connectors in Lightweight and
Normal-Weight ConcreteChinn, James
3rd QuarterA Stub-Girder System for High-Rise BuildingsColaco,
Joseph P.
A Unified Approach to the Elastic Lateral Buckling of
BeamsNethercot, D.A.Rockey, K.C.Discussion
Load Factor Design of Steel BuildingsGalambos, Theodore V.
Stiffness Coefficients of Beam-Columns with Non-Prismatic
MembersEimer, N.Stack-Staikidis, W.J.
Discussion: Applied Plastic Design of Unbraced Multistory
FramesWiesner, Kenneth B.
Errata: The Case for the Semi-Box GirderSchlenker, Norman E.
Errata: Shear Strength of Stud Connectors in Lightweight and
Normal-Weight Concrete. (Paper presented April, 1971)Chinn,
James
4th QuarterInvestigation of Triangular Heats Applied to Mild
Steel PlatesNicholls, J.I.Weerth, D.E.
Direct Design of Columns Subjected to Combined LoadingCelenza,
EugenePhang, Michael K.S.
Effective Length of Columns with Intermediate Axial LoadSandhu,
Balbir S.
Calculation of Effective Lengths and Effective Slenderness
Ratios of Stepped ColumnsAnderson, John P.Woodward, James H.
Discussion: The Effective Length of Columns in Unbraced
FramesYura, Joseph A.
Discussion: Vibration and Deflection of Steel BridgesMurray,
Thomas M.
Discussion: Buckling of Hyperbolic ParaboloidsKoo, Benjamin
19731st QuarterBolt Tension Control with a Direct Tension
IndicatorFisher, John W.Oyeledun, Abayomi OStruik, John H.A.
Plastic Design of Biaxially Loaded Beam-ColumnsBaseheart,
T.M.McDonough, J.F.Ringo, B.C.
Graphical Solution for Selection of Web Splice BoltsMehta,
Narendra K.Powers, J.J.
Fast Check for PondingBurgett, Lewis B.
Plastic Design Applied to TrussesCroucher, Meredith W.Fisher,
James M.
2nd QuarterInelastic K-factor for Column DesignDisque, Robert
O.
A Prestressed Composite Girder for Short Span BridgesAnand,
Subhash C.
Headed Steel Anchor under Combined LoadingFisher, John
W.McMackin, Patrick J.Slutter, Roger G.
A Rapid Solution of Vierendeel FramesAbdul-Shafi, A.
Selection of a ""Trial"" Column SectionBurgett, Lewis B.
Discussion: A Unified Approach to the Elastic Lateral Buckling
of BeamsChinn, JamesPiepenburg, Dwayne D.
3rd QuarterCommentary on Highly Restrained Welded
ConnectionsAmerican Institute of Steel ConstructionDiscussion
Composite Floor System for Sears TowerIyengar, S.H.Zils,
J.J.Errata
Fire Resistance of Protected Steel ColumnsLie, T.T.Stanzak,
W.W.Discussion
4th QuarterRecent Developments in Steel Building DesignBeedle,
Lynn S.Lu, Le-WuOzer, Erkan
Quality Control in Design and Supervision Can Eliminate Lamellar
TearingThornton, Charles H.
Steel Box Girder BridgesLally, Andrew
Steel Column Base Plate DesignSandhu, Balbir S.Discussion
Discussion: Fire Resistance of Protected Steel ColumnsLie,
T.T.Stanzak, W.W.Stetina, Henry J.
Errata: Composite Floor System for Sears TowerIyengar, S.H.Zils,
J.J.
19741st QuarterCable-Stayed BridgesPodolny, Walter, Jr.
Yield Line Analysis of Column Webs with Welded Beam
ConnectionsStockwell, Frank W., Jr.DiscussionDiscussion
Optimum Belt Truss Locations for High-Rise StructuresTaranath,
B.S.Errata
Rapid Selection of W Columns (AASHO Method of Design)Mehta,
Narendra K.
2nd QuarterComposite Action Without Shear ConnectorsBarnoff,
Robert M.Mead, EdwinO'Neil, RichardWatson, James
Experimental Investigation of Lug Stresses and FailuresHackett,
R.M.Tolbert, R.N.
Yield Line Analysis of a Web Connection in Direct TensionKapp,
Richard
Light Gage Steel Infill Panels in Multistory Steel FramesMiller,
Craig J.
Discussion: Steel Column Base Plate DesignSandhu, Balbir S.
Errata: Optimum Belt Truss Locations for High Rise
StructuresTaranath, B.S.
3rd QuarterSimplified Seismic Drift Analysis of High-Rise Steel
FramesFleischer, Walter H.
Simplified Approach to AISC Bending FormulasStockwell, Frank W.,
Jr.Errata
Dynamic Analysis of Multistory BuildingsSandhu, Balbir S.
Lateral Instability of Castellated BeamsChesson, Eugene,
Jr.Pattanayak, Umesh C.
Discussion: Yield Line Analysis of Column Webs with Welded Beam
ConnectionsKapp, Richard
4th QuarterErrata: Partial Tube Concept for Mid-Rise
StructuresColaco, Joseph P.
Partial Tube Concept for Mid-Rise StructuresColaco, Joseph
P.Errata
Innovative Approaches to the Erection of Tension Roof
StructuresCuoco, Daniel A.Thornton, Charles H.
Approximate Analytical Model for Multistory FramesLeMessurier,
William J.McNamara, Robert J.Scrivener, J.C.
Cable Connections in Stayed Girder BridgesPodolny, Walter,
Jr.Discussion
Errata: Simplified Approach to AISC Bending FormulaStockwell,
Frank W., Jr.
19751st QuarterApplication of AISC Design Provisions for Tapered
MembersLee, G.C.Morrell, M.L.
Directional Moment Connections--A Proposed Design Method for
Unbraced Steel FramesDisque, Robert O.Discussion
Panel Zone Effect on the Strength and Stiffness of Steel Rigid
FramesBecker, Roy
Simplified Solution to Interaction EquationBabyak, R.
CareyPhang, Michael K.S.
One Engineer's Opinion (Interaction Equations)Stockwell, Frank
W., Jr.
Discussion: Commentary on Highly Restrained Welded
ConnectionsJones, Norman B.Milek, W.A.
2nd QuarterStructural System; Standard Oil of Indiana Building
(T.R. Higgins Award)Picardi, E. Alfred
Eccentrically Loaded Slip-Resistant ConnectionsKulak, Geoffrey
L.
Seismic Drift Control CriteriaTeal, Edward J.Errata
Nomograph for Design of Channel Section BeamsMaitra, N.
Discussion: Cable Connections in Stayed Girder BridgesKavanagh,
Thomas C.
3rd QuarterDesign of Columns Subject to Biaxial
BendingSpringfield, John
Design to Prevent Floor VibrationsMurray, Thomas M.
Drift Reduction Factors for Belted High-Rise StructuresMcNabb,
J.W.Muvdi, B.B.ErrataDiscussion
Preliminary Base Plate SelectionStockwell, Frank W., Jr.
Errata: Seismic Drift Control CriteriaTeal, Edward J.
4th QuarterSeismic Design Practice for Steel BuildingsTeal,
Edward J.DiscussionErrata
Discussion: Yield Line Analysis of Column Webs with Welded Beam
ConnectionsStockwell, Frank W., Jr.
Errata: Drift Reduction Factors for Belted High-Rise
StructuresMcNabb, J.W.Muvdi, B.B.
19761st QuarterAISC Column Design Logic Makes Sense for
Composite Columns, TooFurlong, Richard W.
Stiffness Design of Unbraced Steel FramesCheong-Siat-Moy,
F.Errata
Tension-Field Design of Tapered WebsFalby, W.E.Lee,
G.C.Errata
A Simplified Method for the Flexural Design of Stiffened Hybrid
GirdersChong, Ken P.Errata
The Effective Length of Unbraced Single Story ColumnsMarx,
ChristopherDiscussion
2nd QuarterModern Approaches to Solution of the Wind Problems of
Long Span Bridges (T.R. Higgins)Scanlon, Robert H.
Structural Steel and Fire; More Realistic AnalysisLie,
T.T.Stanzak, W.W.
Rapid Selection of Column Base PlatesBird, William
R.ErrataDiscussionDiscussion
Design Example for Beams with Web OpeningsCooper, Peter
B.Kussman, Richard L.ErrataDiscussion
Discussion: Seismic Design Practice for Steel BuildingsSEAOC
Seismology CommitteeTeal, Edward J.
Discussion: Directional Moment Connections-A Proposed Design
Method for Unbraced Steel FramesWiesner, Kenneth B.
Errata: Seismic Design Practice for Steel BuildingsTeal, Edward
J.
Errata: Tension-Field Design of Tapered WebsFalby, W.E.Lee,
G.C.
3rd QuarterThe New Guide to Stability Design Criteria for Metal
StructuresJohnston, Bruce G.
In-Plane Fatigue Strength of Plates with Laminar
DiscontinuitiesBrockenbrough, R.L.Owens, D.E.
A Simple Approach to Truss DeflectionsTsai, Wan-Tswan
Girder Stiffness Distribution for Unbraced ColumnsStockwell,
Frank W., Jr.
On Inelastic Column BucklingSmith, C.V., Jr.Discussion
Errata: Design Example for Beams with Web OpeningsCooper, Peter
B.Kussman, Richard L.
Errata: Stiffness Design of Unbraced Steel
FramesCheong-Siat-Moy, F.
Errata: Rapid Selection of Column Base Plates
4th QuarterA Practical Method of Second Order Analysis Part 1;
Pin Jointed SystemsLeMessurier, William J.Errata
Rapid Selection of Beam-Columns for Wind or Earthquake
EffectsFiesenheiser, E.I.Ronan, J.G.
A New Design For Torsion Resistant Suspension BridgesSamelson,
HaroldErrataDiscussion
Effective Length of Columns with Semi-Rigid ConnectionsDriscoll,
George C., Jr.Errata
Discussion: The Effective Length of Unbraced Singal Story
ColumnsGreen, Robert W.
Discussion: Design Example for Beams with Web OpeningsRedwood,
R.G.
Discussion: Rapid Selection of Column Base PlatesDouty, R.T.
19771st QuarterFracture and Fatigue Control in Steel
StructuresRolfe, S.T.
Capacity of Columns with Splice ImperfectionsPopov, Egor
P.Stephen, Roy M.
Composite Beams with Formed Steel DeckFisher, John W.Grant, John
A., Jr.Slutter, Roger G.
Errata: A Practical Method of Second Order Analysis (Part 1 -
Pin Jointed Systems)LeMessurier, William J.
Errata: A New Design For Torsion Resistant Suspension
BridgesSamelson, Harold
Disscussion: Drift Reduction Factors for Belted High-Rise
StructuresMcNabb, J.W.Muvdi, B.B.
Disscussion: On Inelasic Column BucklingMatz, Charles A.
Disscussion: Rapid Selection of Column Base PlatesBird, William
R.
2nd QuarterA Practical Method of Second Order Analysis Part 2;
Rigid FramesLeMessurier, William J.
Multistory Rigid Frames with Composite Girders Under Gravity and
Lateral ForcesSchaffhausen, Robert J.Wegmuller, Anton W.
Direct Feasible and Optimal Design of Laterally Unsupported
Beams*Brandt, G. Donald
3rd QuarterFloor Vibrations and Cantilevered
ConstructionHendrick, William E.Murray, Thomas M.
Yield Line Analysis of Bolted Hanging ConnectionsDranger, Thomas
S.Discussion
Simplified Design for Torsional Loading of Rolled Steel
MembersLin, Phillip H.DiscussionDiscussionErrata
A Rational Approach to Fire Engineering Design of Steel
BuildingsMagnusson, Sven ErikPettersson, OveThor, Jorgen
Discussion: A New Design For Torsion Resistant Suspension
BridgesBirdsall, BlairSamelson, Harold
Errata: Effective Length of Columns with Semi-Rigid
ConnectionsDriscoll, George C., Jr.
4th QuarterFatigue Strength of Steel Members with Welded Details
(T.R. Higgins Award)Fisher, John W.Yen, Ben T.
Mill Building Design ProcedureBakota, John
F.DiscussionDiscussion
The Mysterious 1/3 Stress IncreaseEllifritt, Duane S.
History of Steel Beam DesignGalambos, Theodore V.
19781st QuarterAn Introduction to Load and Resistance Factor
Design for Steel BuildingsHansell, W.C.Pinkham, C.W.
Proposed Criteria for Load and Resistance Factor DesignGalambos,
Theodore V.Ravindra, M.K.Errata
LRFD Design Office StudyWiesner, Kenneth B.
Discussion: Simplified Design for Torsional Loading of Rolled
Steel MembersLin, Phillip H.
Discussion: Yield Line Analysis of Bolted Hanging
ConnectionsDranger, Thomas S.
2nd QuarterSeismic Drift Control and Building Periods (T.R.
Higgins Award)Teal, Edward J.Discussion
A Fresh Look at Bolted End- Plate Behavior and
DesignKrishnamurthy, N.ErrataDiscussion
Graphical Aid for Design of Base Plate Subjected to
MomentMaitra, N.Errata
End Restraints on Steel Joist Floor VibrationsCarrle,
GuntherWang, Leon Ru-Liang
Fire Safety Of External Building Elements--The Design
ApproachLaw, MargaretErrata
Discussion: Mill Building Design ProcedureGogate, Anand B.
Discussion: Simplified Design for Torsional Loading of Rolled
Steel Members (Lin)Lin, Phillip H.
Errata: Proposed Criteria for Load and Resistance Factor
DesignGalambos, Theodore V.Ravindra, M.K.
3rd QuarterDesign of an Eccentrically Braced Steel FramePopov,
Egor P.Roeder, Charles W.
Shear in Beam-Column Joints in Seismic Design of Steel
FramesKrawinkler, Helmut
Discussion: Seismic Drift Control and Building PeriodsBerg, Glen
V.
A Method for the Plastic Design of Unbraced Multistory FramesDe
Buen, Oscar
The AISC Quality Certification ProgramPeshek, Charles, Jr.
Errata: Fire Safety of External Building Elements--The Design
ApproachLaw, Margaret
4th QuarterBehavior of Bearing Critical Double-Angle Beam
ConnectionsBirkemoe, Peter C.Gilmor, Michael I.
Fire Resistance of Structural SteelLie, T.T.
Box Girder Bridge Design; State of the ArtHeins, Conrad P.
Discussion: Mill Building Design ProcedureDiefenderfer, C.F.
Errata: A Fresh Look at Bolted End-Plate Behavior and
DesignKrishnamurthy, N.
Errata: Graphical Aid for Design of Base Plate Subjected to
MomentMaitra, N.
19791st QuarterPlastic Design Aids for Pinned-Base Gabled
FramesBeskos, Dimitrios E.Manolis, George D.
Allowable Axial Stresses in Segmented ColumnsBarnes,
D.W.Mangelsdorf, C.P.
Analysis of Vierendeel Frames for DeflectionsAbdul-Shafi, A.
Combined Shear and Tension on Grouted Base DetailsAdihardjo,
RiantoSoltis, Lawrence A.
2nd QuarterAnalysis and Design of Framed Columns Under Minor
Axis BendingKanchanalai, T.Lu, Le-WuDiscussion
Strength Design in Steel Using Programmable CalculatorsAnderson,
James C.
Discussion: A Fresh Look at Bolted End-Plate Behavior and
DesignAgerskov, HenningGriffiths, John D.Krishnamurthy, N.McGuire,
WilliamRimmer, Norman W.Wooten, J.M.
3rd QuarterHuman Response to Wind-Induced Motion of Buildings
(T.R. Higgins Award)Hansen, Robert J.Reed, John W.Vanmarcke, Erik
H.
Prefabricated Press-Formed Steel T-Box Girder Bridge
SystemGangaRao, H.V.S.Taly, Narendra
Optimum Design of Steel Pipe RacksArya, Suresh C.Feng, Edward
G.Pincus, George
A Simple Formula for the Polar Second Moment of Area of a
Regular Skew-Symmetric Bolt GroupBradfield, C.D.Irvine, H.M.
4th QuarterA Specification for the Design of Steel-Concrete
Composite ColumnsStructural Stability Research Council, Task Group
20
Efficiency of Tubular Framing for Medium-Height
BuildingsLeffler, Robert E.
Plastic Design of Steel Floor BeamsHawes, William H.Errata
Discussion: Analysis and Design of Framed Columns Under Minor
Axis BendingNethercot, D.A.
Errata: A Simplified Method for the Flexural Design of Stiffened
Hybrid GirdersChong, Ken P.
19801st QuarterMoment Resisting Connections for Mixed
ConstructionHawkins, Neil M.Mitchell, DenisRoeder, Charles W.
Steel Supported Masonry WallsSoltis, Lawrence A.Tuan,
Young-Bee
One Engineer's OpinionFisher, James M.
Elastic Buckling of a Column Under Varying Axial
ForceShrivastava, Suresh C.
Anchor Bolt Design for Shear and TensionKharod, Umesh J.
2nd QuarterComputer-Aided Design of Stub-Girder SystemGotschall,
John A.Wang, P.C.
Torsional Strength and Stiffness of Steel StructuresShermer,
Carl L.
The Analysis and Design of Single Plate Framing
ConnectionsGillett, Paul E.Kriegh, James D.Lewis, Brett A.Richard,
Ralph M.
3rd QuarterSome Aspects of Stub-Girder Design (T.R. Higgins
Award)Bjorhovde, ReidarZimmerman, T.J.
An Update on Eccentric Seismic BracingPopov, Egor P.
A Cautionary Note on Beam CopesMilek, W.A.
Fast Design of Beams with Cb Greater Than 1.0Burgett, Lewis
B.Tide, Raymond H.R.
8th Edition Manual Errata
4th QuarterPlastic Design of Unbraced Multistory Steel Frames
with Composite BeamsDe Buen, Oscar
Eccentrically Loaded Weld Groups; AISC Design TablesTide,
Raymond H.R.Errata
Calculation of Effective Lengths of Stepped ColumnsAgrawal,
Krishna M.Stafiej, Andrew P.Errata
Detailing to Achieve Practical Welded FabricationBlodgett, Omer
W.
19811st QuarterAn Experimental Look at Bracket-Loaded WebsAinso,
HeinoHoptay, Joseph M.Discussion
Generalized Design of Columns Subjected to Combined Axial Load
and Bending MomentMonasa, FrankSnyder, John K.
Connections Between Steel Frames and Concrete WallsHawkins, Neil
M.Roeder, Charles W.
Errata: Eccentrically Loaded Weld Group--AISC Design TablesTide,
Raymond H.R.
Errata: Plastic Design of Steel Floor BeamsHawes, William H.
2nd QuarterPreliminary Analysis and Member Sizing of Tall
Tubular Steel BuildingsEl Nimeiri, Mahjoub M.Tang, John W.Wong,
Chow H.
Analysis and Design of a Web Connection in Direct TensionAnand,
Subhash C.Bertz, Richard F.
A Graphical Method for Design of Cantilevered and Suspended Span
BeamsMehta, Purushottam B.
Nomograph for Design of Power Plant and Industrial Precipitator
ShellMaitra, N.
Stress Reduction Factor for Unsupported LengthsRoy, Ranjit
Acceptability Criterion for Occupant-Induced Floor
VibrationsMurray, Thomas M.
3rd QuarterLoad and Resistance Factor Design (T.R. Higgins
Award)Galambos, Theodore V.
Structural Details in Industrial BuildingsFisher, James
M.DiscussionDiscussion
Stability of Metal Structures- A World View (Part 1)SSRC, ECCS,
LRCJ,CMEADiscussion
Discussion: An Experimental Look at Bracket-Loaded WebsSears,
Frank D.
Errata: Calculation of Effective Lengths of Stepped
ColumnsAgrawal, Krishna M.Stafiej, Andrew P.
Book Review: Structural Design of Tall Steel Buildings, Vol.
SBHaaijer, Geerhard
4th QuarterDesign Aids for Single-Plate Framing
ConnectionsDisque, Robert O.Young, Ned W.Discussion
Eccentrically Braced Frame Construction--A Case HistoryLibby,
James R.Discussion
Stability of Metal Structures- A World View (Part 2)SSRC, ECCS,
LRCJ,CMEADiscussion
19821st QuarterPredesigned Bolted Framing Angle
ConnectionsAmerican Institute of Steel Construction
Computing The Effective Plastic MomentCarskaddan, Phillip
S.Grubb, Michael A.Haaijer, Geerhard
Suggestions for Avoiding Beam- to- Column Web Connection
FailureBeedle, Lynn S.Driscoll, George C., Jr.
Plastic Behavior of Beams with Mid-Depth Web OpeningsAfifi
Aglan, AhmedQaqish, Samih
Stability of Metal Structures--A World View (Part 3)SSRC, ECCS,
LRCJ,CMEA
2nd QuarterDesign of W-Shapes for Combined Bending and
TorsionJohnston, Bruce
G.ErrataDiscussionDiscussionDiscussionErrataCorrection
Steel Members Subject to Axial Tension and Biaxial Bending
MomentsHsu, C.T.T.
Errata: Simplified Design for Torsional Loading of Rolled Steel
MembersLin, Phillip H.
Calculator Program for Determining Properties of Built-up or
Composite MembersGossett, Stephen R.Discussion
Rapid Determination of Ultimate Strength of Eccentrically Loaded
Bolt GroupsBrandt, G. DonaldDiscussionDiscussionDiscussion
Stability of Metal Structures- A World View (Part 4)SSRC, ECCS,
LRCJ,CMEA
Discussion: Structural Details in Industrial BuildingsFisher,
James M.Marx, Christopher
Discussion: Stability of Metal Structures--A World View (Part
2)Wolchuk, Roman
Discussion: Stability of Metal Structures--A World View (Part
1)Clark, J.W.
3rd QuarterSeismic Steel Framing Systems for Tall
BuildingsPopov, Egor P.
A General Solution for Eccentric Loads on Weld GroupsBrandt, G.
Donald
Lateral Wind Bracing Requirements for Steel Composite
BridgesHeins, Conrad P.Hou, C.K.Kato, H.
Errata: Design of W-Shapes for Combined Bending and
TorsionJohnston, Bruce G.
Effect of Hole-Making on the Strength of Double Lap
JointsIwankiw, Nestor R.Schlafly, Thomas
Discussion: Design Aids for Single-Plate Framing
ConnectionsGriffiths, John D.
4th QuarterTips for Avoiding Crane Runway ProblemsRicker, David
T.
Allowable Stress for Bending MembersMaitra, N.Discussion
Design of Single Plate Framing Connections with A307
BoltsHormby, David E.Kriegh, James D.Richard, Ralph
M.DiscussionDiscussion
Discussion: Calculator Program for Determining Properties of
Built-Up or Composite MembersChesson, E., Jr.
Discussion: Rapid Determination of Ultimate Strength of
Eccentrically Loaded Bolt GroupsMarsh, Cedric
Discussion: Design of W-Shapes for Combined Bending and
TorsionSalmon, Charles G.
19831st QuarterCalculation of Wind Drift in Staggered-Truss
BuildingsLeffler, Robert E.
End Restraint and Column Design Using LRFDChen, Wai-FahLui,
E.M.Discussion
Considerations in the Design of Bolted Joints for Weathering
SteelBrockenbrough, R.L.
Discussion: Rapid Determination of Ultimate Strength of
Eccentrically Loaded Bolt GroupsBrandt, G. DonaldIwankiw, Nestor
R.
2nd QuarterBuckling of One-Story FramesSchilling, Charles
G.DiscussionClosure
Design of Headed Anchor BoltsHaninger, Edward R.Shipp, John
G.Discussion
Steel Shear Walls for Existing BuildingsBaldelli, Joseph A.,
Jr.
Some Economic Considerations for Composite Floor BeamsLorenz,
Robert F.
Discussion: Design of W-Shapes for Combined Bending and
TorsionLin, Phillip H.
Discussion: Rapid Determination of Ultimate Strength of
Eccentrically Loaded Bolt GroupsIwankiw, Nestor R.
3rd QuarterInteractive Computer Graphics in Steel
Analysis/Design--A Progress ReportMcGuire, WilliamPesquera, Carlos
I.
The Importance of Tension Chord BracingFisher, James
M.Discussion
Economics of Low-Rise Steel-Framed StructuresRuddy, John L.
Discussion: Allowable Stress for Bending MembersParikh,
Prabhakar
Discussion: Eccentrically Braced Frame Construction--A Case
HistoryPopov, Egor P.
4th QuarterSteel Box Girder Bridges-Design Guides and
MethodsHeins, Conrad P.
Design of Lightly Loaded Steel Column Base PlatesMurray, Thomas
M.
Web Design Under Compressive Edge LoadsElgaaly, Mohamed
Lateral Stiffness of Core/Outrigger SystemsBoggs, P.C.Gasparini,
D.A.
Analysis of Knee-Braced Portal Frames for Vertical
LoadingSurtees, John O.Vilas, Howard K.
19841st QuarterEffect of End Restraint on Column
Strength-Practical ApplicationsBjorhovde,
ReidarDiscussionDiscussion
Vertically Curved Girder FlangesNair, R. ShankarErrata
Note on Beam-Column Moment Amplification FactorIwankiw, Nestor
R.Discussion
Fast Check for Laterally Supported Beam CapacityOdeh, M.
DavidDiscussion
End-Plate Moment Connections- Their Use and MisuseGriffiths,
John D.Errata
Safe Load for Laterally Unsupported AnglesLay, M.G.Leigh,
J.M.Thomas, B.F.
Structural System--Getty Plaza TowerWong, Charles
Engineering for Steel ConstructionDisque, Robert O.
Introduction to the Proposed AISC Load and Resistance Factor
Design SpecificationEdinger, John A.
Discussion: Design of W-Shapes for Combined Bending and
TorsionJohnston, Bruce G.
Errata: Design of W-Shapes for Combined Bending and
TorsionJohnston, Bruce G.
2nd QuarterFinite Element Modeling of Girders with Large Web
OpeningsBerak, E.G.Watwood, V.B.
Structural Engineering for the 80's and BeyondMcGuire,
William
Errata: End-Plate Moment Connections: Their Use and
MisuseUnknown Author
Economical Steel Plate Girder BridgesEconomical Steel Plate
Girder BridgesKnight, Richard P.
Discussion: End Restraint and Column Design Using LRFDAbrahams,
Michael J.Chen, Wai-FahLui, E.M.Tide, Raymond H.R.Yoganandan,
Naryan
Simplified Approach to the Analysis and Design of Columns with
ImperfectionsChen, Wai-FahLui, E.M.
Discussion: Design of Headed Anchor BoltsHaninger, Edward
R.Sherman, William C.Shipp, John G.
Book Review: Detailing for Steel Construction (AISC)Stanczak,
John S.
Design Aid for Deflection of Simple Beams Under Concentrated
LoadsMazzarella, M. Max, Sr.
Discussion: The Importance of Tension Chord BracingFisher, James
M.
3rd QuarterSingle-Plate Framing Connections with Grade-50 Steel
and Composite ConstructionHormby, David E.Kriegh, James D.Richard,
Ralph M.Errata
Bracing Connections for Heavy ConstructionThornton, William
A.
Industrial Buildings-Guidelines and CriteriaFisher, James M.
A Composite Girder System for Joist Supported SlabsRongoe,
James
Column Web Compression Strength at End-Plate
ConnectionsHendrick, AlanMurray, Thomas M.
Discussion: Fast Check for Laterally Supported Beam
CapacityFleischer, Walter H.Odeh, M. David
Bolted Shear Connections with Painted SurfacesFouad, Fouad
H.Frank, Karl H.Yura, Joseph A.
Concrete Slab Stresses in Partial Composite Beams and
GirdersLorenz, Robert F.Stockwell, Frank W., Jr.Errata
4th QuarterThe Application of Flexural Methods to Torsional
Analysis of Thin-walled Open SectionsBoothby, Thomas
E.Discussion
Direct Determination of Required Rigidities for Multiple-Bracing
FramesWechsler, Marius B.
Discussion: Buckling of One-Story FramesCorrenti, Dan
S.Springfield, JohnZweig, Alfred
Closure: Buckling of One-Story FramesSchilling, Charles G.
Discussion: Structural Details in Industrial BuildingsFisher,
James M.
Adjusting the Beam-line Method for Positive-moment
YieldingCarskaddan, Phillip S.Grubb, Michael A.Haaijer,
Geerhard
Correction: Design of W-Shapes for Combined Bending and
TorsionJohnston, Bruce G.
Discussion: Design of Single Plate Framing Connections with A307
BoltsBecker, Edward P.Richard, Ralph M.
Analysis of Knee-braced Portal Frames for Vertical Loading: Part
2-Columns of Unequal StiffnessSurtees, John O.Vilas, Howard K.
Nonlinear Analysis of Eccentric Bolted ConnectionsRutenberg,
Avigdor
19851st QuarterDesign and Optimization of Plate Girders and
Weld-fabricated Beams for Building ConstructionFleischer, Walter
H.
Errata: Concrete Slab Stresses in Partial Composite Beams and
GirdersLorenz, Robert F.Stockwell, Frank W., Jr.
Errata: Single-Plate Framing Connections with Grade-50 Steel and
Composite ConstructionHormby, David E.Kriegh, James D.Richard,
Ralph M.
Bracket Loaded Webs with Low Slenderness RatiosAinso,
HeinoBatson, Gordon B.Hopper, Bruce E.
Automated Search for Optimal Standard SectionsGinsburg, S.Kaaz,
G.
A General Solution for the Governing Bending EquationMoore,
William E., IIDiscussion
Multiple Bolt Anchorages: Method for Determining the Effective
Projected Area of Overlapping Stress ConesBurdette, Edwin G.Marsh,
M. LeeErrata
Anchorage of Steel Building Components to ConcreteBurdette,
Edwin G.Marsh, M. Lee
Bin Supports--A Caution to DesignersMoore, Jay P.Discussion
Discussion: Effect of End Restraint on Column Strength-Practical
ApplicationsBjorhovde, ReidarChen, Wai-FahGerstle, Kurt H.Lui,
E.M.
Discussion: Note on Beam-Column Moment Amplication FactorLu,
Le-WuYura, Joseph A.
Discussion: Design of Single-Plate Framing Connections with A307
BoltsBecker, Edward P.Richard, Ralph M.
2nd QuarterDeflections of Stepped Beams and GirdersYamamoto, Y.
Eugene
Procedure for a Design and Analysis of Hanger-type
ConnectionsAstaneh-Asl, Abolhassan
Prying Action- A General TreatmentThornton, William A.
Discussion: Effect of End Restraint on Column
Strength--Practical ApplicationsBjorhovde, Reidar
New Design Criteria for Gusset Plates in TensionBjorhovde,
ReidarHardash, Steve G.
Errata: Vertically Curved Girder FlangesNair, R. Shankar
Book Review: Design of Steel Bins for Storage of Bulk Solids
(Gaylord & Gaylord, Prentice-Hall, 1984)Iwankiw, Nestor R.
Approximate Stiffness and Bending Strength for Compact-Rolled
SectionsLampitt, Edwin A.Discussion
Bolt Preload Measurements Using Ultrasonic MethodsNotch, James
S.
3rd QuarterColumns with End Restraint and Bending in Load and
Resistance Factor DesignChen, Wai-FahLui, E.M.Errata
Allowable Bending Stresses for Overhanging MonorailsTanner, N.
Stephen
Effect of Burrs on Bolted Friction ConnectionsPolyzois, D.Yura,
Joseph A.
Computer-Aided Analysis and Design of Steel FramesMehringer,
VincentOrbison, James G.Pierson, GeorgeErrata
Testing Method to Determine Slip Coefficient for Coatings Used
in Bolted JointsFrank, Karl H.Yura, Joseph A.
4th QuarterLRFD Analysis and Design of Beams with Partially
Restrained ConnectionsGoverdhan, ArvindLindsey, Stanley
D.Loannides, Socrates A.
A Unified Approach for Stability Bracing RequirementsFisher,
James M.Lutz, Leroy A.
Effective Width Criteria for Composite BeamsBjorhovde,
ReidarVallenilla, Cesar R.
Discussion: The Application of Flexural Methods to Torsional
Analysis of Thin-walled Open SectionsBoothby, Thomas E.
A Design Aid for Connection Angle Welds Subjected to Combined
Shear and Axial LoadsKane, ThomasLoomis, Kenneth M.Thornton,
William A.
19861st QuarterStepped Columns: A Simplified Design
MethodCastiglioni, Carlo A.
Cyclic Behavior of Large Beam-column AssembliesAmin, Navin
R.Louie, Jason J.C.Popov, Egor P.Stephen, Roy M.
Tension Butt Joints with Bolts and Welds in CombinationBowman,
Mark D.Jarosch, K.H.
Errata: Computer-aided Analysis and Design of Steel
FramesMehringer, VincentOrbison, James G.Pierson, George
Discussion: A General Solution for the Governing Bending
EquationBudeshtsky, Rudolf J.
Writing for Publication: The Engineer's ObligationFriedstein,
Harriet
Effective Length Factor for the Design of X-bracing
SystemsEl-Tayem, Adel A.Goel, Subhash C.
2nd QuarterThe Disposable Knee-bracing Technique in Steel
FramesAristizabal-Ochoa, J. Dario
A Programmable Solution for Stepped Crane ColumnsMoore, William
E., II
Some Design Considerations for Composite-frame
StructuresGriffis, Lawrence G.
Effect of Overspray and Incomplete Masking of Faying Surfaces on
the Slip Resistance of Bolted ConnectionsFrank, Karl H.Polyzois,
D.
Discussion: Bin Supports--A Caution to DesignersMoore, Jay
P.
Use of High-strength Steel for Simply Supported BeamsWechsler,
Marius B.
Limit Analysis and Plastic Design of Grid SystemsVukov, Ante
Design Loads for Seated-beam in LRFDBrockenbrough, R.L.Garrett,
J.H., Jr.
3rd QuarterPlastic Analysis of Pinned-base Haunched Gable
FramesParsanejad, S.
The Use of Jumbo Shapes in Non-column ApplicationsAmerican
Institute of Steel Construction
Design Solutions Utilizing the Staggered-steel Truss
SystemCohen, Michael P.
Ponding of Concrete Deck FloorsRuddy, John L.
Discussion: Approximate Stiffness and Bending Strength for
Compact-rolled SectionsLampitt, Edwin A.
Deformations in Cold-bent HSS MembersBrady, FrankKennedy, John
B.Seddeik, Mokhtar
Combined Shear and Tension StressesGoel, Subhash C.
A Modified Tube Concept for Tall BuildingsNair, R. Shankar
4th QuarterEarthquake-resistant Design of Double-angle
BracingsAstaneh-Asl, AbolhassanGoel, Subhash C.Hanson, Robert
D.Errata
Viscoelastic Damping Devices Proving Effective in Tall
BuildingsCaldwell, D.B.
Least Cost Computer-aided Design of Steel GirdersAnderson,
Katherine E.Chong, Ken P.
Moments on Beam-Columns with Flexible Connections in Braced
FramesBrown, Jack H.
Erecting the Staggered-truss System: A View from the
FieldHassler, Arthur E.
A Beam Design Aid for Structural TubingSiddiqui, Faruq M.A.
19871st QuarterThe AASHTO Guide Specification for Alternate
Load-factor Design Procedures for Steel Beam BridgesGrubb, Michael
A.
Plate Girder Design Using LRFDZahn, Cynthia J.
Lateral Load Distribution in Multi-girder BridgesWalker, William
H.Correction
Design of a Rolled Beam Bridge by New AASHTO Guide Specification
for Compact Braced SectionsHolt, Robert C.Hourigan, Edward V.
Computer-aided Design of Horizontally Curved Girders by the
V-load MethodPoellot, William N., Jr.
2nd QuarterBehavior of Semi-rigid Composite ConnectionsAmmerman,
DouglasLeon, Roberto T.
Experience with Use of Heavy W Shapes in TensionFisher, John
W.Pense, Alan W.
Errata: Earthquake-Resistant Design of Double-angle
BracingUnknown Author
The Significance of Weld Continuities Regarding Plastic
FailureGresnigt, A.M.
The Economies of LRFD in Composite Floor BeamsZahn, Mark C.
3rd QuarterJointless Bridge DecksWasserman, Edward P.
Mill Building Frame Analysis: Distribution of Lateral
LoadsVilas, Howard K.Errata
Applications of Orthotropic Decks in Bridge
RehabilitationWolchuk, Roman
Design of Diagonal Cross Bracings: Part 1 Theoretical
StudyBeaulieu, D.Picard, A.Discussion
Material Considerations in Structural Steel DesignBarsom,
J.M.Discussion
4th QuarterSimplified Frame Design of Type PR
ConstructionAckroyd, Michael H.
Semi-rigid Composite Steel FramesAmmerman, DouglasLeon, Roberto
T.Lin, JihshyaMcCauley, Robert D.
Composite Cable-stayed Bridges The Concept with the Competitive
EdgeTaylor, Peter R.
Design for Eccentric and Inclined Loads on Bolt and Weld
GroupsIwankiw, Nestor R.Discussion
19881st QuarterField Welding to Existing Steel StructuresRicker,
David T.
A Conceptual Approach to Prevent Crack-related Failure of Steel
BridgesMcNamara, Michael P.Verma, Krishna K.
Columns: From Theory to PracticeBjorhovde, Reidar
Understanding Composite Beam Design Methods Using LRFDLorenz,
Robert F.
Flexural-torsional Buckling for Pairs of Angles Used as
ColumnsBrandt, G. Donald
Code of Standard Practice For Steel Buildings and BridgesUnknown
Author
2nd QuarterDesign of 8-bolt Stiffened Moment End PlatesKukreti,
Anant R.Murray, Thomas M.Discussion
Discussion: Simplified Design of 8-Bolt Stiffened Moment End
PlatesGriffiths, John D.Wooten, J.M.
Optimal Design of Cantilever-suspended GirdersGurfinkel,
German
Errata: Columns with End Restraint and Bending in Load and
Resistance Factor DesignChen, Wai-FahLui, E.M.
Design of Partially or Fully Composite Beams with Ribbed Metal
Deck Using LRFD SpecificationsFoley, Christopher M.Vinnakota,
Murthy R.Vinnakota, Sriramula
LRFD and the Structural Engineering CurriculumGeschwindner,
Louis F.
3rd QuarterA Practical P-Delta Analysis Method for Type FR and
PR FramesLui, E.M.DiscussionErrata
Connection Flexibility and Beam Design in Non-sway
FramesDavison, J. BuickKirby, Patrick A.Nethercot, D.A.
Effect of Connector Spacing and Flexural-torsional Buckling on
Double-angle Compressive StrengthHaaijer, GeerhardZahn, Cynthia
J.
Parking Structure with a Post-tensioned DeckBakota, John F.
Errata: Mill Building Frame Analysis: Distribution of Lateral
LoadsVilas, Howard K.
Discussion: Design for Eccentric and Inclined Loads on Bolts and
Weld GroupsIwankiw, Nestor R.Traian, Miguel
4th QuarterPreliminary Minimum Weight Design of Moment Frames
for Lateral LoadingGrigorian, MarkGrigorian, Carl
A New Approach to Floor Vibration AnalysisTolaymat, Raed A.
Secondary Stresses in TrussesNair, R. Shankar
Plastic Collapse Load of Continuous Composite Plate
GirdersGalambos, Theodore V.Kubo, Masahiro
Design of Diagonal Cross-bracings Part 2: Experimental
StudyBeaulieu, D.Picard, A.CorrectionDiscussion
Reinforcing Loaded Steel Compression MembersBrown, Jack H.
19891st QuarterServiceability Guidelines for Steel
StructuresEllingwood, Bruce R.
Design of Tee Framing Shear ConnectionsAstaneh-Asl,
AbolhassanNadar, Marwan N.
Design of Single Plate Shear ConnectionsAstaneh-Asl,
AbolhassanCall, Steven M.McMullin, Kurt M.Discussion
The Reinforcement of Steel ColumnsTall, Lambert
2nd QuarterColumn Flange Strength at Moment End-Plate
ConnectionsCurtis, Larry E.Murray, Thomas M.
Performance of Large Seismic Steel Moment Connections Under
Cyclic LoadsPopov, Egor P.Tsai, K.C.Errata
Uniform Pin-based Crane Columns, Effective LengthsFraser, Donald
J.
Eccentrically Braced Frames: U.S. PracticeEngelhardt, Michael
D.Popov, Egor P.Ricles, James M.
3rd QuarterSome Practical Aspects of Column Base
SelectionRicker, David T.
Correction: Lateral Load Distribution in Multi-girder
BridgesWalker, William H.
Correction: Design of Diagonal Cross-bracings Part 2:
Experimental StudyBeaulieu, D.Picard, A.
The Results of Experiments on Seated Beam ConnectionsDailey,
Ronald H.Roeder, Charles W.
Variation of Lift Load Distribution Due to Sling Length
ToleranceDuerr, DavidErrata
Survey of Existing Studies on the Strength and Deformation of
Spherical Joints in Steel Space TrussesArciszewski, T.Olowokere,
O.D.Uduma, K.
What Structural Engineers and Fabricators Need to Know About
Weld MetalMiller, Duane K.
Selecting Laterally Unsupported Beams of Least WeightBrandt, G.
Donald
Design Aid for Required Moment of Inertia of Simple
BeamsEisenman, Mark L.
4th QuarterAutostress Design Using Compact Welded BeamsGrubb,
Michael A.
On Beam-Column Moment Amplification FactorChen, Wai-FahDuan,
LianSohal, Iqbal S.Discussion
Cambering Steel BeamsRicker, David T.
Flexural-Torsional Buckling and its Implications for Steel
Compression Member DesignIwankiw, Nestor R.Zahn, Cynthia J.
Discussion: Design of Diagonal Cross-Bracings-Part 1:
Theoretical Study; Part 2: Experimental StudyBeaulieu, D.Picard,
A.Stoman, Sayed H.
19901st QuarterSemi-Rigid Composite Connections for Gravity
LoadsAmmerman, DouglasLeon, Roberto T.
Unbraced Frames with Semi-Rigid Composite ConnectionsAmmerman,
DouglasLeon, Roberto T.
Behavior and Design of Flexibly- Connected Building
FramesAckroyd, Michael H.Gerstle, Kurt H.
Notes on Bracing DesignWyczolkowski, Adam
Approximate Plastic Modulus of Wide Flange Beam SectionsGilsanz,
Ramon
Allowable Bending Stress of Steel PipesChakrabarti, S.K.
Discussion: A Practical P-Delta Analysis Method for Type FR and
PR FramesCarskaddan, Phillip S.Lui, E.M.
Discussion: Material Considerations in Structural Steel
DesignStecich, J.
Errata: Performance of Large Seismic Steel Moment Connections
Under Cyclic LoadsPopov, Egor P.Tsai, K.C.
Errata: Variation of Lift Load Distribution Due to Sling Length
ToleranceDuerr, David
Errata: A Practical P-Delta Analysis Method for Type FR and PR
FramesLui, E.M.
2nd QuarterDesign of Connectors in Web-Flange Beam or Girder
SplicesGreen, Deborah L.Kulak, Geoffrey L.
The In-Plane Stability of a Frame Containing Pin-Based Stepped
ColumnsFraser, Donald J.
Practical Analysis of Semi- Rigid FramesBarakat, MunzerChen,
Wai-Fah
Electronic Spreadsheet Tools for Semi- Rigid FramesAckroyd,
Michael H.
LRFD Aid for Tubeshaped BeamsSiddiqui, Faruq M.A.Usman, Ali
Automated Second-Order Elastic Analysis for Steel Space
FramesFolse, Michael D.Harris, Barton H.
3rd QuarterExperimental Study of Gusseted ConnectionsGross, John
L.
Hardness Testing of Thermal Cut Edges of SteelWilson, Alexander
D.
Inconsistencies in Column Base Plate Design in the New AISC ASD
ManualAhmed, SalahuddinKreps, Robert R.
Design of Small Base Plates for Wide Flange ColumnsThornton,
William A.
LRFD Beam Tables for Structural TubesSputo, Thomas
Short Span Pre-Stressed Steel BridgesDensford, Thomas
A.Hendrick, Thomas L.Murray, Thomas M.
Discussion: Design of Single Plate Shear ConnectionsRichard,
Ralph M.
Errata: Flexural-Torsional Buckling and its Implications for
Steel Compression Member DesignIwankiw, Nestor R.Zahn, Cynthia
J.
4th QuarterReinforcing Steel Members and the Effects of
WeldingTide, Raymond H.R.
Behavior of a Two-Span Continuous Plate Girder Bridge Designed
by the Alternate Load Factor MethodGrubb, Michael A.Moore, Mark
Proposed Revision of the Equivalent Axial Load Method for LRFD
Steel and Composite Beam-Column DesignLeet, Kenneth M.Uang,
Chia-MingWattar, Samer W.
A Method To Predict the Fire Resistance of Steel Building
ColumnsAlmand, K.H.Lie, T.T.
Discussion: On Beam-Column Moment Amplification FactorDumonteil,
Pierre
Design of Base Plates for Wide Flange Columns: A Concatenation
of MethodsThornton, William A.
19911st QuarterFull-Scale Tests of Butt-Welded Splices in
Heavy-Rolled Steel Sections Subjected to Primary Tensile
StressesBruneau, MichelMahin, Stephen A.
Top-and-Seat-Angle Connections and End-Plate Connections: Snug
vs. Fully Pretensioned BoltsChasten, Cameron P.Driscoll, George C.,
Jr.Fleischman, Robert B.Lu, Le-Wu
Designing Longitudinal Welds for Bridge MembersAlexander, Warren
G.
Load Combinations for Buildings Exposed to FiresCorotis, Ross
B.Ellingwood, Bruce R.
Redundancy in Highway BridgesFrangopol, Dan M.Nakib, Rachid
2nd QuarterDesign Analysis of Semi-Rigid Frames: Evaluation and
ImplementationBarakat, MunzerChen, Wai-Fah
Tables for Equal Single Angles in CompressionWalker, Wayne
W.
1989 AISC Specification (Ninth Edition) Allowable Bending Stress
Design AidHulshizer, Allen J.
A Simplified Look at Partially Restrained BeamsGeschwindner,
Louis F.
Design Strength of Schifflerized Angle StrutsAdluri, Seshu
Madhava RaoMadugula, Murty K.S.
3rd QuarterBeam Design in PR Braced Steel FramesZandonini,
RiccardoZanon, Paolo
Buckling of Prestressed Steel GirdersBradford, Mark A.
Building Floor VibrationsMurray, Thomas M.