SHAKING TABLE TEST ON INDOOR SEISMIC SAFETY OF HIGHRISE BUILDINGS (PART II. MOVEMENT OF FURNITURE UNDER LONG PERIOD EARTHQUAKE GROUND MOTION)

摘要：

Long period components of earthquake ground motions may amplify the response of large scale structures with long natural periods such as high-rise buildings, long-span bridges and oil storage tanks. From the computer simulation, the maximum displacement at the top of a 40 story high-rise building in Tokyo exceeds 1.5 m under a long period earthquake ground motion caused by Tokai, Tonankai and Nankai Earthquakes, and the shaking of the building continues several minutes. To examine the safety of the living space in high-rise buildings, a new shaking table called BRI Large Stroke Shaking Table was developed in the Building Research Institute. Using this shaking table, movement of furniture inside the rooms of high-rise buildings was examined to find the safety criteria for the design of high-rise buildings.

关键词： high-rise buildings long period earthquake ground motion shaking table

作者: T. SAITO T. TAKAHASHI R. HASEGAWA K. MORITA T. AZUHATA K. NOGUCHI

作者单位: Chief Research Engineer, Building Research Institute, Tsukuba, Japan Professor, Faculty of Engineering, Chiba University, Chiba, Japan Graduate Student, Faculty of Engineering, Chiba University, Chiba, Japan Senior Research Engineer, Building Research Institute, Tsukuba, Japan Head, National Institute for Land and Infrastructure Management, Tsukuba, Japan Researcher , National Institute for Land and Infrastructure Management, Tsukuba, 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）