國立高雄大學圖資館 |

語系: 繁體中文

說明(常見問題)

圖資館首頁

登入

回首頁

切換: 標籤 | MARC模式 | ISBD

Effects of end returns on the rigidi...

Hollmann, Eric.

Effects of end returns on the rigidity of shear walls.

紀錄類型:	書目-電子資源 : 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.
附註:	Adviser: J KENT HSIAO.
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:

212394
Engineering, Civil.

Effects of end returns on the rigidity of shear walls.
LDR:01828nmm a2200277 4500 001 419210
005 20140520123956.5
008 140717s2013 ||||||||||||||||| ||eng d
020 $a 9781303258350
035 $a (MiAaPQ)AAI1541946
035 $a AAI1541946
040 $a MiAaPQ $c MiAaPQ
100 1 $a Hollmann, Eric. $3 660193
245 1 0 $a Effects of end returns on the rigidity of shear walls.
300 $a 51 p.
500 $a Source: Masters Abstracts International, Volume: 52-01.
500 $a Adviser: J KENT HSIAO.
502 $a Thesis (M.S.)--Southern Illinois University at Carbondale, 2013.
520 $a 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.
590 $a School code: 0209.
650 4 $a Engineering, Civil. $3 212394
650 4 $a Engineering, Geological. $3 603346
690 $a 0543
690 $a 0466
710 2 $a Southern Illinois University at Carbondale. $b Civil Engineering. $3 660194
773 0 $t Masters Abstracts International $g 52-01(E).
790 $a 0209
791 $a M.S.
792 $a 2013
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1541946

筆 0 讀者評論

多媒體

多媒體檔案
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1541946

評論

新增評論分享你的心得

Export

取書館別