COMPARISON OF ANSI/AISC 360-05 TO 1999 LRFD SPECIFICATION (prepared by Matthew Fadden and Jill Rajek) This document summarizes the revisions made to the LRFD provisions contained…
Lecture 7.9.1: Unrestrained Beams I OBJECTIVE/SCOPE To develop an understanding of the phenomenon of lateral-torsional instability; to identify the controlling parameters…
Restraints and design of restraints against flexural torsional buckling Asst. Prof. Hang Thu Vu [email protected] What is ‘lateral’ or ‘flexural- torsional’ buckling…
Effect of Local Buckling on the Design of Steel Plate Girders Metwally Abu-Hamd1 ABSTRACT This paper presents a study of the effect of local plate buckling on the design…
Finite Element Analysis of Structural Steelwork Beam to Column Bolted Connections Jim Butterworth Constructional Research Unit, School of Science & Technology, University…
Fatigue management of the Midland Links, UK steel box girder decks &1 Chris R. Hendy MA(Cantab), CEng, FICE Head of Bridge Design and Technology, Atkins Highways and…
Summer 2010 | PCI Journal64 Making sense of minimum flexural reinforcement requirements for reinforced concrete members Stephen J. Seguirant, Richard Brice, and Bijan Khaleghi…
Journal of Software Engineering and Applications, 2012, 5, 156-167 http://dx.doi.org/10.4236/jsea.2012.53023 Published Online March 2012 (http://www.SciRP.org/journal/jsea)…