WIND ANALYSIS
OF
STRUCTURE
Why we choose this topic:
Increasing tallest structure rapidlyIncreasing tallest structure rapidly
Collapse due to wind loadCollapse due to wind load
:Contents:
Introduction
Effects
Zone
Design
Economic
Precaution
Conclusion
Wind is a horizontal movement
of free air.
It plays an important role in
design of structure because it
exerts load on building.
HOW WIND WORKS:
wind flow measurement:wind flow measurement:
TYPES
OF
WIND STORMS
Rotating windRotating wind
Non-Rotating windNon-Rotating wind
CYCLONIC STORM(400km/hr)
TORNADO(486km/hr)
HURRICANE STORM(120km/hr)
Roanu(85km/hr)Roanu(85km/hr)
Tallest structures:Tallest structures:
Top Tallest Buildings:
Toronto's_CN_TowerToronto's_CN_Tower
Tokyo_Sky_TreeTokyo_Sky_TreeHong kong’s Twin TowerHong kong’s Twin Tower
More interesting facts and points on
designing wind analysis structure:
1. How much Effects on structure……………….
2. Prone zones of wind speed………………
3. How to design wind load structure………..
4. How much economic and precautions are
needed for design…………….
5. Discuss about newest researches and
inventory conclusion…………………………..
To be continue…….To be continue…….
WIND LOAD AFFECTED
STRUCTURES :
Tocoma Bridge, USTocoma Bridge, US
(68km/hr)(68km/hr)
Cyclone HUDHUD, APCyclone HUDHUD, AP
(195km/hr)(195km/hr)
BiharBihar
(155km/hr)(155km/hr)
To be continue…….To be continue…….
WIND SPEED ZONE IN INDIA
* Wind speed and direction are inputs for calculation of evapotranspiration. Wind speeds are
controlled by local pressure anomalies which in turn are influenced by temperature and local
topographic features.
Generally the wind speed vs. temperature graph indicate this graph .
** Wind speed exhibits a wide variation not only from place to place but also during the day. The
wind direction may influence evaporation if the surrounding environment has different humidity in
different directions.
To be continue…….To be continue…….
DESIGN OF WIND LOAD
(as per IS:875.part 3)
To be continue…….To be continue…….
ECONOMIC LOSS WITHOUT
CONSEDERING WIND ANALYSIS:
Wind load is proportional to the square of wind speed so when the normalWind load is proportional to the square of wind speed so when the normal
speed double then the wind load exerts four times load of wind speed on thespeed double then the wind load exerts four times load of wind speed on the
structure.structure.
Some examples are given into the following data whereSome examples are given into the following data where
various economic and many peoples died due tovarious economic and many peoples died due to
affects of windstorms….>>>>>>>>>>>>>affects of windstorms….>>>>>>>>>>>>>
 86,000 peoples were died at Banquiu dam in86,000 peoples were died at Banquiu dam in
china,1975china,1975
 226 peoples were died at Angers bridge in226 peoples were died at Angers bridge in
France,1850France,1850
 120 peoples were died at Amarube rail road bridge120 peoples were died at Amarube rail road bridge
in Japan,1986in Japan,1986
To be continue…….To be continue…….
Precaution:
Wind pressure is the principal force tending toWind pressure is the principal force tending to
disturb the structure stability of isolated wallsdisturb the structure stability of isolated walls
greatest stress produced is at the bottom of agreatest stress produced is at the bottom of a
wall where the wind exerts the greatest turningwall where the wind exerts the greatest turning
moment.moment.
Equating the resisting moment of the wall to theEquating the resisting moment of the wall to the
moment due to wind pressure.moment due to wind pressure.
Unsymmetrical walls can be divided into twoUnsymmetrical walls can be divided into two
separate and each block tested for structuralseparate and each block tested for structural
stability as an independent unit.stability as an independent unit.
To be continue…….To be continue…….
CONCLUSION:
 Differences in design procedure in
different wind prone regions.
 Use of present technology.
 Using pre-fabricated units.
 Use of bundled tube.
 New improved structural systems.
Building Collapse vs TimeBuilding Collapse vs Time
After using wind load design on structureAfter using wind load design on structure
References:
 1. https://en.wikipedia.org/wiki/Wind_engineering
 2. https://en.wikipedia.org/wiki/Structural_load
 3. https://en.wikipedia.org/wiki/Wind_speed
 4. www.iitk.ac.in/nicee/IITK-GSDMA/W02.pdf
 5. https://www.google.co.in/search?
q=how+does+wind+load+affect+a+structure&biw=1366&bih=
657&source=lnms&tbm=isch&sa=X&ved=0ahUKEwjWzLi95ZfMA
hXHmpQKHRWKCykQ_AUIBigB
 6. IS:875:1987 part3
 7. www.youtube.com
 8. www.google.co.in/wind analysis of structure images
THANK
YOU

Wind analysis of structure by SHYAMSUNDAR BOSU,INDIA

  • 1.
  • 2.
    Why we choosethis topic:
  • 3.
    Increasing tallest structurerapidlyIncreasing tallest structure rapidly
  • 4.
    Collapse due towind loadCollapse due to wind load
  • 5.
  • 6.
    Wind is ahorizontal movement of free air. It plays an important role in design of structure because it exerts load on building.
  • 7.
  • 8.
    wind flow measurement:windflow measurement:
  • 12.
    TYPES OF WIND STORMS Rotating windRotatingwind Non-Rotating windNon-Rotating wind
  • 13.
  • 14.
  • 15.
  • 16.
  • 17.
  • 19.
  • 20.
    More interesting factsand points on designing wind analysis structure: 1. How much Effects on structure………………. 2. Prone zones of wind speed……………… 3. How to design wind load structure……….. 4. How much economic and precautions are needed for design……………. 5. Discuss about newest researches and inventory conclusion…………………………..
  • 21.
    To be continue…….Tobe continue…….
  • 25.
    WIND LOAD AFFECTED STRUCTURES: Tocoma Bridge, USTocoma Bridge, US (68km/hr)(68km/hr)
  • 26.
    Cyclone HUDHUD, APCycloneHUDHUD, AP (195km/hr)(195km/hr) BiharBihar (155km/hr)(155km/hr)
  • 27.
    To be continue…….Tobe continue…….
  • 28.
  • 29.
    * Wind speedand direction are inputs for calculation of evapotranspiration. Wind speeds are controlled by local pressure anomalies which in turn are influenced by temperature and local topographic features. Generally the wind speed vs. temperature graph indicate this graph . ** Wind speed exhibits a wide variation not only from place to place but also during the day. The wind direction may influence evaporation if the surrounding environment has different humidity in different directions.
  • 31.
    To be continue…….Tobe continue…….
  • 33.
    DESIGN OF WINDLOAD (as per IS:875.part 3)
  • 38.
    To be continue…….Tobe continue…….
  • 39.
    ECONOMIC LOSS WITHOUT CONSEDERINGWIND ANALYSIS: Wind load is proportional to the square of wind speed so when the normalWind load is proportional to the square of wind speed so when the normal speed double then the wind load exerts four times load of wind speed on thespeed double then the wind load exerts four times load of wind speed on the structure.structure.
  • 40.
    Some examples aregiven into the following data whereSome examples are given into the following data where various economic and many peoples died due tovarious economic and many peoples died due to affects of windstorms….>>>>>>>>>>>>>affects of windstorms….>>>>>>>>>>>>>  86,000 peoples were died at Banquiu dam in86,000 peoples were died at Banquiu dam in china,1975china,1975  226 peoples were died at Angers bridge in226 peoples were died at Angers bridge in France,1850France,1850  120 peoples were died at Amarube rail road bridge120 peoples were died at Amarube rail road bridge in Japan,1986in Japan,1986
  • 41.
    To be continue…….Tobe continue…….
  • 42.
    Precaution: Wind pressure isthe principal force tending toWind pressure is the principal force tending to disturb the structure stability of isolated wallsdisturb the structure stability of isolated walls greatest stress produced is at the bottom of agreatest stress produced is at the bottom of a wall where the wind exerts the greatest turningwall where the wind exerts the greatest turning moment.moment. Equating the resisting moment of the wall to theEquating the resisting moment of the wall to the moment due to wind pressure.moment due to wind pressure. Unsymmetrical walls can be divided into twoUnsymmetrical walls can be divided into two separate and each block tested for structuralseparate and each block tested for structural stability as an independent unit.stability as an independent unit.
  • 44.
    To be continue…….Tobe continue…….
  • 45.
    CONCLUSION:  Differences indesign procedure in different wind prone regions.  Use of present technology.  Using pre-fabricated units.  Use of bundled tube.  New improved structural systems.
  • 46.
    Building Collapse vsTimeBuilding Collapse vs Time After using wind load design on structureAfter using wind load design on structure
  • 47.
    References:  1. https://en.wikipedia.org/wiki/Wind_engineering 2. https://en.wikipedia.org/wiki/Structural_load  3. https://en.wikipedia.org/wiki/Wind_speed  4. www.iitk.ac.in/nicee/IITK-GSDMA/W02.pdf  5. https://www.google.co.in/search? q=how+does+wind+load+affect+a+structure&biw=1366&bih= 657&source=lnms&tbm=isch&sa=X&ved=0ahUKEwjWzLi95ZfMA hXHmpQKHRWKCykQ_AUIBigB  6. IS:875:1987 part3  7. www.youtube.com  8. www.google.co.in/wind analysis of structure images
  • 48.