1 Introduction •Wind is moving air. The air has a particular mass and moves in a particular direction at a particular direction at a particular velocity. It thus has kinetic energy of the from expressed as, E= 1 / 2 mv 2 •The radiation effects are mainly responsible for Convection current either upwards or downwards.
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1
Introduction•Wind is moving air. The air has a particular mass and moves in a particular direction at a particular direction at a particular velocity. It thus has kinetic energy of the from expressed as,
E=1/2mv2
•The radiation effects are mainly responsible for Convection current either upwards or downwards.•It is generally blows horizontal to the ground at high speeds.
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CHARACTERISTIC OF WIND
• Variation of wind velocity with height
• Turbulent nature of wind
• Probabilistic approach
• Vortex shedding Phenomenon
• Dynamic nature of wind structure interaction
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Classification wind as per speed
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Wind classification as persaffir-Simpson scale
Category Velocity1 minute
(km/hr)
Pressure(mb)
Damages
1 120 - 150 > 980 Minimum
2 150 – 175 965 – 980 Moderate
3 175 – 210 945 - 965 Extensive
4 210 – 250 920 - 945 Extreme
5 > 250 < 920 Catastrophic
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Relation of wind velocity to pressure on a stationary object.
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How wind force governing for tall structure?
• For tall structure more than 15 stories ,with innovations in architectural treatment, increases in strength of materials and advance in method of analysis, tall building structures have become more efficient and lighter and consequently more prone to deflect and even to sway under wind loading.
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• If decrease cross sec. property of structural element with increase height of building
• Construction cost per unit area decrease
• Increasing lightness in weight per unit area
• More danger against high velocity of wind force at high level
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Typical flow of wind for tall structure-Turbulent flow of wind on longitudinal and transverse sides
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Turbulent flow on tall structure due to upwind obstructions
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Wind velocity increase due to large openings at lower floors
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Different types of forces acting on structural element
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Pressure coefficient on tall structure
- 0.6
- 0.7
- 0.6
- 0.6
- 0.6
0.4
0.40.40.30.3
0.3
0.6
0.5
0.7
- 0.5
- 0.5
- 0.6
- 0.5
0.8
0.9
- 0.6
- 0.6
- 0.5
- 0.6
SIDE FRONT BACK WIN
D
WIND
ROOF
Pressure varies
withheight
(Wind ward)
Pressurekeeps constantwith height(Leeward)
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Effect of wind load on tall structure
• Overturning due to wind overturning moment because of larger drift.
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Example
• Building toppled other side due to more overturning moment.
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When there is a lack of symmetry among resisting elements, wind will
be induce more torsional effect
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Example of failure of structure due to torsional effect
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Analyses of wind force
• Wind Tunnel Experimental Method for static and dynamic effect
• Detailed Analytical Method as per code IS:875-Part-3,Draft IS:875-Part-3. for static and dynamic effect.
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OBJECTIVE OF WIND TUNNEL TEST
• Dynamic Response
• Drag, Vortex shedding and wind separation from building surface.
• To decide building configurations (shape)
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Wind Tunnel test• World Trade Center – New York 1973-2001
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1.0
0.5
0 10 20 30 40 50 60 70 80 90
Angle of attack - degrees
x
x
x
N-S
E-W
x
10U
3
2 x
h
Y(N-S)
X(E-W)
wind
- Mean deflection (inches)Uh - Mean wind speed at 381m in MPH (uncorrected)
•Empire State Building - full-scale and wind-tunnel studies in 1930’s
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Wind Analyses by code IS:875 (Part-3)
•Static Analyses by regular &draft code•Dynamic Analyses (Gust factor method) by draft code
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Static Analyses of wind force
• General steps
• Design wind speed at height z (Vz)
• Wind pressure at height (pz)=0.6 Vz2
• Design wind pressure (pd)
• Design wind force (F)
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Comparisons
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28
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Selection of k2 Factor
• As per regular code• Class-A,B and C• Terrain category
• As per draft code• Terrain category• Terrain roughness
and height factor• Fetch and developed
Height
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Sketch showing effects of topography on wind velocity Sketch showing effects of topography on wind velocity on a hilly islandon a hilly island
10 m
80Vs
100Vg
60
gV100
g
120sV
Vs
V
100gV
40
100
Open sea Wind ward Speed up over Sheltered leeward
coast
Speed up
Coast hill crest
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Terrain category-1
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Terrain category-2
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Terrain category-3
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Terrain category-4
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Boundary Layer Profile for Diff. Approach Terrain
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38
39
40
41
42
43
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Dynamic Analyses by Gust Factor method
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Codel criteria
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Fundamental Time pereod
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Design Pressure for Dynamic Analyses
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50
51
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Excel worksheets
• Static Analyses by Regular code
• Static and dynamic Analyses by draft code
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Different International standards
Standard Identification
ISO International Standard Organization
CUBiC Caribbean Uniform Building Code
ENV Eurocode
DRBC Dominican Republic Building Code
AIJ Japan Standard
AS Australian Standard
BNSCP Barbados Standard
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Different calculations for design wind speeds and dynamic pressures
AS1170.2-89
BNSCP28
AIJ
DRBC-03
ENV 1991-2-4
CUBiC
ISO 4354
Building Pressure/Force
PressureSpeedStandard
2ref2
1ref Vq
V
V
gusts3V
V
dynfigexpref CCCqW
zplae,pe qKKKCP
peqCP
221
ref Vq
221
ref Vq
2dztz2
1z IVKKKq
2H2
1h Uq
2z2
1h Vq
232121 SSVSq
0,refalttemdirref CCCCV
REEUU gfgH
itscat,zz MMMVV
pihpz GCqGCqp
peeexprefe CZCqW
dynCfigexpref CCqW
AGCqW ffhf
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Building types in seven international wind standards
Building Shape/Type
ISO 4354
CUBiC ENV 1991
DRBC2003
AIJ AS1170.2
BNS CP28
Stepped Roofs no no no yes no no yes
Free-standing walls
yes yes yes yes no yes no
Multispan canopies
no no yes yes no no no
Arched roofs yes yes yes yes yes yes yes
Domes no no yes no yes no no
Silos and tanks yes yes yes yes no yes no
Circular sections yes yes yes yes yes yes yes
Polygonal sections no no yes no no yes yes
Lattice towers yes yes yes yes no yes yes
Spheres no yes yes no no no yes
Signs yes yes yes yes yes yes yes
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Protection effect of building
A favorable location of adjacent buildings can decrease the hurricane effects by reducing the wind loads
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Unfavorable location of buildings adjacent to a hospital
A bad location of nearby buildings might induce increase of wind loads
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Flat-slab systems without capitals present little resistance against lateral forces. Their use on