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Effects of end returns on the rigidi...
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Hollmann, Eric.
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Effects of end returns on the rigidity of shear walls.
紀錄類型:
書目-語言資料,印刷品 : Monograph/item
正題名/作者:
Effects of end returns on the rigidity of shear walls./
作者:
Hollmann, Eric.
面頁冊數:
51 p.
附註:
Source: Masters Abstracts International, Volume: 52-01.
Contained By:
Masters Abstracts International52-01(E).
標題:
Engineering, Civil. -
電子資源:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1541946
ISBN:
9781303258350
Effects of end returns on the rigidity of shear walls.
Hollmann, Eric.
Effects of end returns on the rigidity of shear walls.
- 51 p.
Source: Masters Abstracts International, Volume: 52-01.
Thesis (M.S.)--Southern Illinois University at Carbondale, 2013.
Shear walls are one of the most effective methods of resisting these lateral forces caused by seismic or wind load. The placement of these walls can be very influential on how the structure behaves. Since the end return of a shear wall is perpendicular to the lateral force, it is neglected for the purpose of resisting later force. This study will investigate whether or not the effect of end return on the rigidity of shear walls can be neglected. Two different building frames will be modeled using Finite Element Analysis software to see how they behave differently. Hand calculations will also be incorporated to check and verify the results obtained by the computer models. The moment of inertia is expected to be an important factor calculating the deflection of the shear wall due to bending, and the end return may significantly impact the magnitude of the moment of inertia. The objective of this study is to determine the effect of the end return on the rigidity of a shear wall.
ISBN: 9781303258350Subjects--Topical Terms:
783781
Engineering, Civil.
Effects of end returns on the rigidity of shear walls.
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Shear walls are one of the most effective methods of resisting these lateral forces caused by seismic or wind load. The placement of these walls can be very influential on how the structure behaves. Since the end return of a shear wall is perpendicular to the lateral force, it is neglected for the purpose of resisting later force. This study will investigate whether or not the effect of end return on the rigidity of shear walls can be neglected. Two different building frames will be modeled using Finite Element Analysis software to see how they behave differently. Hand calculations will also be incorporated to check and verify the results obtained by the computer models. The moment of inertia is expected to be an important factor calculating the deflection of the shear wall due to bending, and the end return may significantly impact the magnitude of the moment of inertia. The objective of this study is to determine the effect of the end return on the rigidity of a shear wall.
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