所属单位：

土木工程学院

发表刊物：

第三届结构工程新进展国际论坛论文集

关键字：

中文关键字：交错桁架结构;混合式桁架;循环荷载;抗震性能，英文关键字：staggered truss structure;composite truss;cyclic l

摘要：

In order to study the seismic performance of steel staggered truss system, a 1/3 scaled five-story structural model with composite truss was tested under quasi-static loading. Based on the test results, the failure mode was found, together with bearing capacity, ductility, stiffness, and energy absorbing ability, etc., and following conclusions could be suggested: (1) The structural system had high bearing capacity and transverse rigidity, but low ductility; (2) The structural weakest story lied in ground floor for composite truss structure; (3) The diagonal members subjected to tension rupture or compression buckling, so their plastic deformation ability must be strictly limited, i.e., the width-to-thickness of constituent plates should satisfy the seismic demand of brace in centric braced frame; (4) The failure mode of structure belonged to beam (truss) plastic hinge mechanism, large quantity of plastic hinges formed in truss before appeared in the column.

备注：

冉红东

合写作者：

胡天兵,申林

第一作者：

苏明周,冉红东

论文类型：

期刊论文

卷号：

卷：

期号：

期：

页面范围：

页：214-221

是否译文：

否

发表时间：

2009-11-01