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不规则结构的扭转效应控制研究

范夕森 赵玉鹏 李玉琳 孙文龙

山东建筑大学学报2017,Vol.32Issue(6):517-523,7.
山东建筑大学学报2017,Vol.32Issue(6):517-523,7.DOI:10.12077/sdjz.2017.06.002

不规则结构的扭转效应控制研究

Research on the torsion damages control of irregular structure

范夕森 1赵玉鹏 1李玉琳 2孙文龙3

作者信息

  • 1. 山东建筑大学土木工程学院,山东济南250101
  • 2. 山东青年政治学院经济学院,山东济南250101
  • 3. 山东山青物业管理研究院,山东济南250101
  • 折叠

摘要

Abstract

Under the action of earthquake,the irregularly shaped structure would be destroyed due to obvious torsion effect.Reducing the torsion effect is an important approach to ensure the seismic performance of irregular structure.The research on the torsion effect control could provide evidence to ensure the seismic performance of irregular structure.With numerical analysis method,the seismic responses of an irregularly shaped frame structure with different isolation layers were calculated in this paper through comparing relative torsion angle of structures with different isolation layer.The results show that the seismic responses of base-isolated buildings are significantly lower than those of nonisolated building,as well as the torsional responses.The combined system is more effective in seismic isolation than the rubber bearings alone.Torsional responses of irregularly structure are effectively controlled by adjusting the bearing arrangement.

关键词

不规则结构/扭转效应控制/组合隔震体系/支座布置方式

Key words

irregularly shaped structure/torsional responses control/combined seismic isolation system/bearing arrangement

分类

建筑与水利

引用本文复制引用

范夕森,赵玉鹏,李玉琳,孙文龙..不规则结构的扭转效应控制研究[J].山东建筑大学学报,2017,32(6):517-523,7.

基金项目

山东建筑大学博士基金项目(0000601481) (0000601481)

住建部科技开发项目(2013-K2-8) (2013-K2-8)

山东建筑大学学报

1673-7644

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