THE INFLUENCE OF LOCAL COLUMN FAILURE ON OVERALL PERFORMANCE OF REINFORCED CONCRETE FRAME STRUCTURES

被引：0

作者：

Sun, Yuedong ^{[1
]}

Lin, Yuming ^{[1
]}

机构：

[1] Shandong Univ Sci & Technol, Prov Key Lab Civil Engn Disaster Prevent & Mitiga, Qingdao 266510, Peoples R China

来源：

INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2 | 2011年

关键词：

RC Frame structure; Dismantled component method; Progressive collapse; Nonlinear dynamic analysis;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

How to guarantee the security of structures and prevent structural progressive collapse caused by local column failure under accident load have been drawn wide attention from the engineering community. Based on the DoD2005 standard, this paper analyzes the influence of local column failure on multilayer RC frame structure by an example, examines the influence of local frame structure column failure on various performance parameters, such as structure periods, ultimate bearing capacity, safety storage and so on, and based on method of vertical nonlinear dynamic analysis, it analyzes the capability of integrally resisting progressive collapse after frame structure short side column is failure.

引用

页码：1014 / 1019

页数：6