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.
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)
出处
《山西建筑》
2020年第8期116-117,共2页
Shanxi Architecture
关键词
人行吊桥
承载能力
静载试验
pedestrian suspension bridge
bearing capacity
static load test