简支斜板桥受力性能试验研究  

Test research on mechanical performance of simply supported skew plate bridge

作　　者：张羽[1] 王志[1] 李宇迪[1] 

机构地区：[1]北方工业大学建筑工程学院,北京100144

出　　处：《山西建筑》2012年第16期167-169,共3页Shanxi Architecture

基　　金：北京市大学生科学研究与创业行动计划项目(项目编号:2011080)

摘　　要：为明确装配式简支斜板桥在集中荷载下板内力分布的规律,利用有机玻璃材料的优点,根据相似准则设计了三跨不同斜度的简支斜板桥,并进行了跨中集中荷载作用下的静力加载试验,得出相关结论为桥梁研究提供参考资料。In order to clear the internal force distribution law of assembled simply supported skew plate bridge under concentrated load,this paper used the advantages of organic glass materials,according to the similarity criterion designed simply supported skew plate bridge with three across different inclination,and made static loading test under midspan concentrated load,gained relevant conclusions,provided reference data for bridge research.

关 键 词：简支斜板桥 有机玻璃模型 受力性能 

分 类 号：U448.217[建筑科学—桥梁与隧道工程]