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机构地区:[1]同济大学土木工程防灾国家重点实验室,上海200092 [2]中铁第四勘察设计院集团有限公司,湖北武汉430063
出 处:《地震工程与工程振动》2012年第1期86-92,共7页Earthquake Engineering and Engineering Dynamics
基 金:国家自然科学基金项目(51008222);国家科技支撑计划项目(2009BAG15B01)
摘 要:斜拉桥在横桥向采用塔-梁、墩-梁固结的约束体系,导致其整体刚度增加,地震惯性力增大,给边墩及其基础的抗震设计造成困难。分别采用位移相关型(方案1)和速度相关型(方案2)两类减震装置对一座斜拉桥的横桥向进行了减震研究。方案1在边墩-主梁间设置位移相关型减震装置,并对其屈服荷载进行了参数分析;方案2对速度相关型减震装置的安装位置和数量进行了优化分析,并对其参数取值进行了参数分析;对横桥向固结体系和减震体系的地震反应进行了对比。结果表明:地震作用下两类减震装置发生滞回变形,延长了结构在横桥向的周期,有效降低了边墩的地震剪力和弯矩反应;横桥向墩-梁间的相对位移会增大,可通过减震装置参数的选取将其控制在合理的范围内;塔底的地震剪力和弯矩反应变化不明显。2种方案均可用于斜拉桥横向减震。Transverse fixed-restraints employed in the tower-girder connections and the pier-girder connections are able to increase the lateral stiffness,and amplify the inertial force of cable-stayed bridges,which makes it difficult to design the piers and their foundations.Two kinds of damping devices,displacement-dependent(scheme 1) and velocity-dependent(scheme 2),are adopted to reduce the transverse seismic forces of a cable-stayed bridge.For scheme 1,displacement-dependent devices are utilized in the pier-girder connections and a parametric analysis of their yield loads is carried out;for scheme 2,optimization is conducted for the mounting position and the amount of velocity-dependent devices,and then a parametric analysis is carried out;seismic responses of the transverse fixed system and the damping system are compared.The results show that: under the earthquake load,the two devices could both go in hysteretic deformation and elongate the transverse period,which effectively reduces the seismic shear forces and moments of piers;the transverse relative-displacements in pier-girder connections increase,but is controlled by selecting appropriate parameters of damping devices;the seismic forces at the bottom of towers are slightly changed.The two schemes are both effective for the transverse seismic design.
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