Seismic design of steel buildings: Lessons from the 1995 Hyogo-ken Nanbu earthquake

被引：108

作者：

Tremblay, R

Bruneau, M

Nakashima, N

Prion, HGL

Filiatrault, A

DeVall, R

机构：

[1] UNIV OTTAWA,DEPT CIVIL ENGN,OTTAWA CARLETON EARTHQUAKE ENGN RES CTR,OTTAWA,ON K1N 6N5,CANADA

[2] KYOTO UNIV,DISASTER PREVENT RES INST,KYOTO,JAPAN

[3] UNIV BRITISH COLUMBIA,DEPT CIVIL ENGN,VANCOUVER,BC V6T 1Z4,CANADA

[4] READ JONES CHRISTOFFERSEN LTD,VANCOUVER,BC V5Y 3W2,CANADA

来源：

CANADIAN JOURNAL OF CIVIL ENGINEERING | 1996年 / 23卷 / 03期

关键词：

earthquake; seismic design; steel structures;

D O I：

10.1139/l96-885

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Past and current seismic design provisions for steel structures in Japan are presented and compared with Canadian requirements. The performance of steel framed structures during the January 17, 1995, Hyogo-ken Nanbu earthquake is described. Numerous failures and examples of inadequate behaviour could be observed in buildings of various ages, sizes, and heights, and braced with different structural systems. In moment resisting frames, the damage included failures of beams, columns, beam-to-column connections, and column bases. Fracture of bracing members or their connections was found in concentrically braced frames. The adequacy of the current Canadian seismic design provisions is examined in view of the observations made.

引用

页码：727 / 756

页数：30

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