A STUDY ON STRUCTURAL PERFORMANCE CONSIDERING CONNECTING CONDITION OF PILLAR TYPE HYSTERETIC DAMPERS FOR R/C BUILDINGS

摘要：

In this research, a structural experiment was conducted on a pillar type hysteretic damper applied to a reinforced concrete (RC) building using as a parameter the method of connecting the damper to the reinforced concrete at the base of the damper. Based on the test results, the effects of the joint method on the deformation components in the RC support, load transfer mechanism and the hysteresis characteristics were identified. It was revealed that the building construction using a proposed simple method of joint enables damper performance to develop fully.

关键词： reinforced concrete hysteretic damper encased in R/C base load transfer mechanism

作者: Tsunehisa MATSUURA Eiichi INAI Toshiaki FUJIMOTO

作者单位: Technical Research Institute, HAZAMA Corp., Ibaraki. Japan Professor, Graduate School of Science and Engineering, Yamaguchi Univ., Yamaguchi. Japan ANDO Corporation Research Center, Saitama. Japan

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）