摘要
以徐州师范大学游泳馆为例,从理论实践上研究H型多曲率拱架的设计,重点分析了结构模型建立、多曲率钢拱架设计,并对梁平面外的稳定进行了探讨。
The design of variant rigid arched girder is studied theoretically and practically taking the natatorium of Xuzhou Normal University as a case.The creation of the structural model and the design of the variant arched girder are analysed.It aslo discusses the stability which is out of girder plane.
出处
《江苏建筑》
2009年第6期46-47,56,共3页
Jiangsu Construction
关键词
多曲率梁
结构建模
稳定
variant arched girder
structural model
stability
