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Behavior of steel members with trape...

Wang, Xiaobo.

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Behavior of steel members with trapezoidally corrugated webs and tubular flanges under static loading.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Behavior of steel members with trapezoidally corrugated webs and tubular flanges under static loading./
作者:	Wang, Xiaobo.
面頁冊數:	192 p.
附註:	Source: Dissertation Abstracts International, Volume: 64-02, Section: B, page: 0860.
Contained By:	Dissertation Abstracts International64-02B.
標題:	Engineering, Civil. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3081061
ISBN:	0496289344

Behavior of steel members with trapezoidally corrugated webs and tubular flanges under static loading.
Wang, Xiaobo.

Behavior of steel members with trapezoidally corrugated webs and tubular flanges under static loading. - 192 p.

Source: Dissertation Abstracts International, Volume: 64-02, Section: B, page: 0860.

Thesis (Ph.D.)--Drexel University, 2003.

Engineers have long realized that corrugated webs enormously increase steel girders' stability against buckling and can result in very economical design. Recently, the new idea of combining the tubular flanges with corrugated webs brought new is

ISBN: 0496289344Subjects--Topical Terms:

783781
Engineering, Civil.

Behavior of steel members with trapezoidally corrugated webs and tubular flanges under static loading.
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100 1 $a Wang, Xiaobo. $3 1923091
245 1 0 $a Behavior of steel members with trapezoidally corrugated webs and tubular flanges under static loading.
300 $a 192 p.
500 $a Source: Dissertation Abstracts International, Volume: 64-02, Section: B, page: 0860.
500 $a Supervisor: Mohamed Elgaaly.
502 $a Thesis (Ph.D.)--Drexel University, 2003.
520 $a Engineers have long realized that corrugated webs enormously increase steel girders' stability against buckling and can result in very economical design. Recently, the new idea of combining the tubular flanges with corrugated webs brought new is
520 $a The objective of the research presented in this thesis is to investigate the behavior of steel members with corrugated webs and tubular flanges subjected to shear, bending, and axial compression. Relative buckling modes are also discovered. The
520 $a The detailed stress distribution and buckling modes of the members subjected to different loading cases were studied. The effects of the geometric factors on the buckling behavior are also investigated. It was found that, within the parametric r
590 $a School code: 0065.
650 4 $a Engineering, Civil. $3 783781
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710 2 0 $a Drexel University. $3 1018434
773 0 $t Dissertation Abstracts International $g 64-02B.
790 1 0 $a Elgaaly, Mohamed, $e advisor
790 $a 0065
791 $a Ph.D.
792 $a 2003
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3081061