所属单位：

土木工程学院

发表刊物：

Proceedings of 2nd international Conference on Advances in Concrete & Structures

关键字：

中文关键字：易损性分析；竖向不规则结构；抗震性能评估，英文关键字：fragility analysis; vertically irregular structure

摘要：

his paper concentrates on the fragility analysis method for vertically plan reinforced concrete frame structures. The weakness story inter-story drift ratio is selected as the fragility variable for vertically plan structures. Five states are established to distinguish the structural seismic performance levels, which are expressed with inter-story drift ratio. Then through the nonlinear dynamic analysis and linear regress, the exceeding probability function of seismic response is obtained and a new fragility analysis method is put forward for vertically irregular frame structures. Two kind of unit models, two kind of hysteretic models and forty earthquake records are chosen to established structure-earthquake system samples. Thus one hundred and twenty structure-earthquake system samples are obtained for irregular reinforced concrete frame, which take into account the uncertainty of member materials, structures systems, numerical simulation models and earthquake motions adequately. Then example is presented to demonstrate the applicability and utility of the proposed methodology. Seismic performances of a vertically irregular reinforced concrete frame structure are evaluated in detail. It is concluded that fragility curves are more abrupt in low input earthquake motion intensity and they are influenced much by the structural performance levels.

备注：

门进杰

合写作者：

周琦

第一作者：

史庆轩,门进杰

论文类型：

期刊论文

卷号：

卷：

期号：

期：

页面范围：

页：Paper No. ICACS55

是否译文：

否

发表时间：

2008-10-01