所属单位：

土木工程学院

发表刊物：

Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts

关键字：

中文关键字：性能设计；平面不规则；扭转角需求曲线；扭转角能力谱法，英文关键字：performance based seismic design; irregular plan s

摘要：

The relationship between inter-story torsion angle and torsion deformation ratio is deduced base on the rule of irregular plan structures in China tall building technical specification. Considering the inter-story drift ratio limitation of different performance levels under different earthquake hazard levels, the ratio of torsion angle to height of floor is calculated. Then a series of torsion angle demand curves are established and a new method named as torsion angle capacity spectrum method is put forward for the performance based seismic evaluation of irregular plan frame structures. Examples are presented to explain the method principle and to demonstrate the applicability and utility of the proposed methodology. It is concluded that the new method can identify the torsional displacement not only between stories but also among structure members in a story. The new method promotes a lot the performance based seismic design theory.

备注：

门进杰

合写作者：

周琦

第一作者：

王秋维,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：834-840

是否译文：

否

发表时间：

2008-10-01