A STUDY ON SEISMIC PERFORMANCES OF TIMBER STRUCTURES WITH MOMENT RESISTING JOINT
There has recently been increasing use of moment resisting joint in timber structures. In This paper, Analytical study for timber structures with a moment resisting joint have been performed. The joint is made up of steel plates, bolts and steel cotters. The plates and the bolts are embedded with timber element of frame structure. By combining those elements with steel cotters, moment resisting joints can be constructed easily. The skeleton curve of the joint was determined by results of static loading tests using a full scale timber model. The way to make hysteresis model of timber frame with the moment resisting joints from experiment results is proposed. And analysis using the model which supposed actual residence with the moment resisting timber joints was performed. The result of the analysis clearly shows seismic response characteristics and energy absorption performances of the timber frame structure.
Timber Structure Moment Resisting Joint Dynamic Response Analysis
Hidenori ISHIGAKI Yoshio SAKAMAKI Yoshitaka ISHIKAWA Takao HARA Yoshimitsu OHASHI
Housepluse Corporation, Japan Electric Power Development Co., Ltd., Japan Hara Corporation, Japan Musashi Institute of Technology, Japan
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）