| Status | 已發表Published |
| The local web buckling strength of stiffened coped steel-I-beam | |
Yam M.C.H.1; Lam A.C.C.3 ; Cheng J.J.R.2
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| 2001-12-01 | |
| Conference Name | Annual Technical Session, Structural Stability Research Council |
| Source Publication | Proceedings - Annual Technical Session, Structural Stability Research Council
 |
| Pages | 439-458 |
| Conference Date | 2001 |
| Conference Place | Fort Lauderdale, Florida, U.S.A. |
| Abstract | The local web buckling behavior of coped I-beam was analyzed both experimentally and analytically. Three full-scale tests on the local web buckling strength of coped steel I-beams were carried out, in the experimental program. One of them was designed to investigate the local web buckling strength of coped section without stiffeners and two of them with horizontal stiffeners. It was shown that from the test results that obvious lateral deflections occurred at the coped part even horizontal stiffeners were provided. |
| URL | View the original |
| Language | 英語English |
| Fulltext Access | |
| Document Type | Conference paper |
| Collection | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING |
| Affiliation | 1.Hong Kong Inst. of Voc. Education 2.University of Alberta 3.Universidade de Macau |
| Recommended Citation GB/T 7714 | Yam M.C.H.,Lam A.C.C.,Cheng J.J.R.. The local web buckling strength of stiffened coped steel-I-beam[C], 2001, 439-458. |
| APA | Yam M.C.H.., Lam A.C.C.., & Cheng J.J.R. (2001). The local web buckling strength of stiffened coped steel-I-beam. Proceedings - Annual Technical Session, Structural Stability Research Council, 439-458. |
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