荥阳古城墙稳定性数值分析研究  

The stability of numerical analysis about ancient city wall in Xingyang

作　　者：谢瑛[1] 陈书丽[1] 巩立亮[1] 

机构地区：[1]黄河勘测规划设计有限公司科研院

出　　处：《山西建筑》2008年第30期89-90,共2页Shanxi Architecture

摘　　要：在掌握城墙地质条件和勘察资料的基础上,利用ANSYS建立了较合理的数值模型,对城墙的稳定性进行了分析,分析结果表明,城墙不稳定,同时提出了城墙的加固措施,在此基础上开展城墙加固后的稳定性分析,分析结果表明,城墙加固后稳定性良好。According to the geological condition of ancient city wall and the data of geotechnical engineering investigation, a more reasonable numerical modal was set up using ANSYS, and it was analyzed that the ancient city wall of stability, the numerical result showed that the wall is instability. Meanwhile, a reinforcement measure to the problem of the wall was supported. On this basis, the stability analysis of wall is proposed. The result showed that the method is effective.

关 键 词：古城墙 数值模型 ANSYS 加固措施 

分 类 号：TU311.2[建筑科学—结构工程]