摘要
针对节段拼装桥墩的构造特点,采用集中塑性铰分析方法对节段拼装桥墩进行了循环荷载分析和非线性时程分析。首先编制了五种不同类型桥墩的截面弯距曲率分析程序,然后根据试验结果确定各种桥墩的加卸载规律,最后采用集中塑性铰方法进行了各种桥墩模型试件在各个试验工况下的拟静力荷载位移滞回曲线、非线性时程激励下的墩顶最大位移等地震反应规律的比较。与试验结果的分析比较表明:集中塑性铰分析方法是分析节段拼装桥墩抗震性能的有效分析方法。
Based on the configuration character of precast segmental bridge columns, the simplified concentrated plastic hinge method was applied to model the specimens of an experimental project under cyclic loading and time history loading. The section moment-curvature analytical program of the five different kinds of concrete bridge columns were written firstly. And the loading and unloading rules of each kind of bridge column were gained according to the experimental results. Lastly, the load-displacement hysteretic loops of each specimen under cyclic loading and the maximum displacement of the center of mass under time history loading cases were calculated with the simplified concentrated plastic hinge method. By comparing the calculated results with the experimental results, it is pointed out that the concentrated plastic hinge method can be applied to the seimic performance analysis of precast segmental bridge columns effectively.
出处
《工程力学》
EI
CSCD
北大核心
2010年第8期185-190,共6页
Engineering Mechanics
基金
国家自然科学基金项目(50508032)
上海应用技术学院引进人才科研启动项目(YJ2009-08)
上海市优青科研专项基金(YYY09007)
关键词
桥梁抗震
节段拼装
集中塑性铰方法
干接缝
耗能钢筋
earthquake resistance of bridge
precast segment
the concentrated plastic hinge method
dry joint
energy-dissipating bar
