Hysteretic modelling of steel wire mesh reinforced elastomeric isolation bearing
The steel wire mesh reinforced elastomeric isolation bearing(SMREIB),which is made up of high-strength steel mesh and high-damping rubber,is a newly developed base isolation device for small-and medium-span bridges.This study presents a phenomenological model for the hysteretic behavior of this device under horizontal shear force based on a modified Ozdemir model with thirteen parameters which was identified from the quasi-static cyclic tests.The influences of these parameters on the shape of the hysteretic loop were numerically investigated.The equivalent stiffness and equivalent damping ratio of the device were evaluated.The presented hysteretic model is verified to perfectly fit the test measurements and will benefit the accurate computation of base-isolated bridge seismic response for design and performance evaluation.
Hysteretic modelling sensitivity analysis steel wire mesh reinforced elastomeric isolation bearing base isolation
Hao FEI Zhi SUN
Master student,Department of Bridge Engineering,Tongji University,Shanghai,China.200092 Professor,State Key Laboratory on Disaster Reduction in Civil Engineering,Shanghai,China.200092
国际会议
The 7th World Conference on Structural Control and Monitoring(7WCSCM)(第七届结构控制与监测世界大会)
青岛
英文
973-983
2018-07-22(万方平台首次上网日期,不代表论文的发表时间)