Analytical and experimental study of sloped sliding-type bearings

摘要：

　　In recent years,seismic isolation technology has been widely applied on buildings or bridges.Various kinds of new isolation technologies were proposed to satisfy different demands.This article introduced an innovative seismic isolation system named Sloped Sliding-Type Bearing.First,the nonlinear motion equation was derived.Then,the numerical simulation method was established.Finally,the simulation results were verified by the shaking table tests.From both of the numerical and experimental results,the isolation system is effective under a real earthquake.The isolated acceleration response is well controlled by the friction coefficient and the slope of the sliding surface.

关键词： seismic isolation sloped surface sliding shaking table

作者: CY.Yang CK.Lin SJ.Wang LL.Chung KC.Chang

作者单位: National Center for Research on Earthquake Engineering,Taipei,Taiwan Department of Civil Engineering,National Taiwan University,Taipei,Taiwan Dept.of Construction Engineering,National Taiwan University of Science and Technology,Taipei,Taiwan

会议类型: 国际会议

会议名称: The 7th World Conference on Structural Control and Monitoring(7WCSCM)(第七届结构控制与监测世界大会)

会议地点: 青岛

会议语种:英文

页码: 943-949

在线出版日期: 2018-07-22（万方平台首次上网日期，不代表论文的发表时间）