某人行悬索桥静载试验评定分析  

Evaluation and analysis of static load test for a suspension bridge

作　　者：刘恒 涂文祥 彭锐升 Liu Heng;Tu Wenxiang;Peng Ruisheng(School of Railway Engineering,Hunan Technical College of Railway High-speed,Hengyang 421002,China)

机构地区：[1]湖南高速铁路职业技术学院铁道工程学院,湖南衡阳421002

出　　处：《山西建筑》2020年第8期116-117,共2页Shanxi Architecture

摘　　要：为评定某公园人行吊桥承载能力,对其进行静载试验。采用MIDAS Civil建立计算模型,导出理论值,与现场测试值进行对比分析。经对比分析表明,该吊桥满足设计承载力要求。In order to evaluate the bearing capacity of a pedestrian suspension bridge in a park,static load tests were carried out.MIDAS Civil is used to establish the calculation model,derive the theoretical value,and compare with the field test value.The comparative analysis shows that the suspension bridge meets the design bearing capacity requirements.

关 键 词：人行吊桥 承载能力 静载试验 

分 类 号：U445.72[建筑科学—桥梁与隧道工程]