东南大学学报（自然科学版）Issue(4)：793-798,6.DOI:10.3969/j.issn.1001-0505.2014.04.020
高烈度区新型减隔震连续梁桥的抗震性能
Seismic performance of new isolated continuous bridge in high intensity region
摘要
Abstract
Considering both the energy-dissipation capacity and the deformability adaption to envi-ronmental actions during the service period of a bridge, a new multi-function isolation bearing is pro-posed.Taking the Taibai Bridge in a high intensity region as an example, the seismic mitigation effect of the new isolation bearing with experimental parameters on the continuous bridge is analyzed in time domain.And the performance of the new isolation bearing is compared with those of the non-isolation system, the sliding isolation bearing and the lead rubber bearing.The results show that the new isolation bearing has good control effects.It has superior adaptability to the deformation of the bridge under the actions of environment.And the energy-dissipation requirement can be well satisfied during strong earthquakes so that the structural safety can be assured.关键词
新型减隔震支座/连续梁桥/地震响应/耗能Key words
new isolation bearing/continuous bridge/seismic response/energy dissipation分类
交通工程引用本文复制引用
王浩,王春峰,李爱群,吴继荣..高烈度区新型减隔震连续梁桥的抗震性能[J].东南大学学报（自然科学版）,2014,(4):793-798,6.基金项目
国家自然科学基金资助项目（51278104）、教育部新世纪优秀人才支持计划资助项目（NCET-13-0128）、中央高校基本科研业务费优秀青年教师专项资金资助项目（2242012R30002）、招商局重庆交通科研设计院有限公司桥梁工程结构动力学国家重点实验室开放基金资助项目（201302）． （）
