Influence of the brace overstrength on the seismic behavior of chevron braced frames

被引：0

作者：

Bosco, M. ^{[1
]}

Marino, E. M. ^{[1
]}

Rossi, P. P. ^{[1
]}

机构：

[1] Univ Catania, Dept Civil & Environm Engn, Catania, Italy

来源：

STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS | 2009年

关键词：

STEEL FRAMES; DESIGN;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The authors examine the seismic response of concentrically braced structures designed according to common design procedures and in compliance with capacity design principles. The numerical investigation is intended to define the role of the elastic and mechanical characteristics of the structures on the ultimate seismic response of the systems. Attention is particularly focused on the overstrength factor of braces and on the effect of early buckling of braces on the seismic response.

引用

页码：297 / 302

页数：6

共 13 条

[1]

[Anonymous], 2006, PACIFIC EARTHQ ENG R

[2]

BCJ (Building Center of Japan), 1997, Structural provisions for building structures

[3] Seismic behaviour of eccentrically braced frames [J].