Seismic design of special moment-resisting steel frame with prevention of soft-storey mechanism failure

被引：0

作者：

Alinouri, Hossein ^{[1
]}

Danesh, Fakhroddin Ahmadi ^{[1
]}

Khazaee, Hamideh ^{[1
]}

机构：

[1] KN Toosi Univ Technol, Fac Civil Engn, Tehran, Iran

来源：

STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS | 2013年 / 22卷 / 11期

关键词：

soft-storey mechanism; seismic design criteria; masonry infills; SMRSF; UBC97;

D O I：

10.1002/tal.748

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Most structures with masonry infills that are continuous along their height, which are interrupted in the lowest storey, are damaged by earthquakes. These structures are anticipated to collapse due to the undesirable soft-storey mechanism formed by lateral stiffness of masonry infills in other storeys. The seismic design criteria of UBC97 code for special moment-resisting steel frame (SMRSF) are reviewed. In this paper, a new criterion for seismic design of such structures is presented. The proposed criteria are used to design three SMRSFs: 5, 8 and 15 storeys. Nonlinear time-history dynamic analyses are applied for the designed SMRSFs based on the proposed criteria. Displacements and storey drifts, which are obtained by the proposed method, are compared with nonlinear time-history dynamic analysis results, finally. Copyright (c) 2011 John Wiley & Sons, Ltd.

引用

页码：876 / 886

页数：11