大跨度变异刚拱架设计与实践研究——以徐州师范大学游泳馆为例  

A Study on Design and Construction of Variant Rigid Arched Girder with Large Span——A Case of the Natatorium of Xuzhou Normal University

作　　者：苏宜根[1] 

机构地区：[1]徐州师范大学,江苏徐州221116

出　　处：《徐州师范大学学报（自然科学版）》2007年第3期73-75,共3页Journal of Xuzhou Normal University(Natural Science Edition)

摘　　要：以徐州师范大学游泳馆为例,从理论和实践上研究了变异刚拱架的设计,重点分析了结构模型的建立、支座构造形式、变异拱梁的设计,并对拱梁的位移进行了测量比较.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,the structure of the supporting seat and the design of variant arched girder are analysed in particular. The displacements of arched girders are measured after completion of the project, and the results are compared with the calcutated values in design.

关 键 词：变异刚拱架 结构建模 支座构造 

分 类 号：TU328[建筑科学—结构工程]