近场地震作用下高速铁路简支梁桥的碰撞行为  

Pounding Behavior of High-Speed Railway Simple Supported Bridges Under the Near-Fault Earthquakes

作　　者：孟宪锋[1] 朱晞[1] 

机构地区：[1]北京交通大学土木建筑工程学院,北京100044

出　　处：《北京交通大学学报》2006年第4期73-76,共4页JOURNAL OF BEIJING JIAOTONG UNIVERSITY

基　　金：国家自然科学基金资助项目(50278002)

摘　　要：近场地面运动有显著的改变结构响应的特点,使结构产生较大的内力和位移,高速铁路简支梁桥与普通铁路简支梁一样存在着梁缝,在近场地震作用下由于相邻两跨梁之间或是梁与桥台之间运动的不协调导致发生碰撞,这种碰撞现象可能会造成梁体的脱落.本文研究了碰撞现象对桥梁结构产生的不利影响,认为对固定铰支座的影响很大,在支座设计时应该给予重视.The neat-fault ground motion can dramatically influence response characteristic of the structures. And it can increase the internal force and the displacement of the structures. Because high-speed railway simple supported beam bridges also have the expansion joints as general simple supported beam bridges, the pounding will happen between adjacent beams or beams and abutment. And the pounding can cause beams falling. In this paper, the effect caused by pounding to the bridges was studied. The conclusion was draw that the pounding between two decks have heavy influence on the fixed pin bearings. This fact had not been noticed for a long time in the bridges designing.

关 键 词：近场地震 简支梁 碰撞 固定支座 

分 类 号：U442.55[建筑科学—桥梁与隧道工程]