摘要
根据古建筑特有的结构形式和受力特点,以福建省屏南千乘桥为例,采用结构简化与有限元ANSYS分析相结合的方法对桥体进行静力安全性分析,指出其存在安全隐患的薄弱部位,并提出相应的加固措施.
The study is based on the study of the unique structure and force-acting characteristics of ancient architectures. Taking case of Qian Cheng Bridges in Pingnan, Fujian, the paper makes a static security analysis of the bridge by simplifiying the structure and conjointly using the finite element ANSYS analysis. It also points out the hidden danger in some weak sections and brings out corresponding strengthening measures.
出处
《北方工业大学学报》
2011年第3期90-94,共5页
Journal of North China University of Technology
