SEISMIC RESPONSE OF CONCENTRICALLY BRACED STEEL FRAMES

被引：16

作者：

REDWOOD, RG

LU, F

BOUCHARD, G

PAULTRE, P

机构：

[1] PIETTE AUDY BERTRAND LEMIEUX & ASSOCIES,QUEBEC CITY G1K 8W1,QUEBEC,CANADA

[2] UNIV SHERBROOKE,DEPT GENIE CIVIL,SHERBROOKE J1K 2R1,QUEBEC,CANADA

来源：

CANADIAN JOURNAL OF CIVIL ENGINEERING | 1991年 / 18卷 / 06期

关键词：

ANALYSIS; DESIGN; STRUCTURAL ENGINEERING; STEEL; EARTHQUAKES; BRACED FRAMES;

D O I：

10.1139/l91-129

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Braced frame structures designed according to the 1990 edition of the National Building Code of Canada and the CSA standard for steel structures (CAN/CSA-S16.1-M89) are analyzed under a number of different earthquake motions. The nonlinear response is studied in the light of the design philosophy, and the validity of a number of design assumptions is examined. The study is limited to a group of eight-storey frames, located either in Victoria, British Columbia, or Montreal, Quebec, all with the same bracing configuration. A 20-storey frame in Montreal is also considered. The results suggest a number of areas in which improved design provisions could be made.

引用

页码：1062 / 1077

页数：16

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CANADIAN JOURNAL OF CIVIL ENGINEERING, 1991, 18 (05) :839-850

[8]

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[9]

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