| Design and research of gymnasium structure in Zhejiang University |
| |
| 作者姓名： | 吴开成 庄一舟 |
| |
| 作者单位： | School of Architecture and Civil Engineering，Zhejiang University，Hangzhou 310027，China，School of Architecture and Civil Engineering，Zhejiang University，Hangzhou 310027，China |
| |
| 摘 要： | INTRODUCTION The gymnasium project located in the newcampus of Zhejiang University is a symbol building(Fig.1). The requirements on the functions and theesthetics make it distinguished from a traditionalgymnasium. It is a two-story building with the firstfloor used for field competition and the second floorfor students’ basketball training. The heavy live loadsacting on the second floor and the requirement of 35m unobstructed space challenge the creativity of thestructural enginee…
|
| 关 键 词： | 体育馆 建筑物 建筑设计 浙江大学 隔膜 地板 |
Design and research of gymnasium structure in Zhejiang University |
| |
| Wu Kai-cheng,Zhuang Yi-zhou.Design and research of gymnasium structure in Zhejiang University[J].Journal of Zhejiang University Science,2005,6(3):237-242. |
| |
| Authors: | Wu Kai-cheng Zhuang Yi-zhou |
| |
| Institution: | (1) School of Architecture and Civil Engineering, Zhejiang University, 310027 Hangzhou, China |
| |
| Abstract: | This paper deals with the issues involved during the design of a complex gymnasium located at the new campus of Zhejiang University. The complexity comes from the gymnasium's being of three parts: long-span membrane structure,prestressed concrete structure and extraordinarily long tubular steel structure without seams. The paper first presents considerations of the prestress design, followed by analyses of the stress states due to temperature changes and concrete shrinkage. Buckling and postbuckling analyses were performed to determine the load-carrying capacity of the perfect and imperfect tubular steel structure of theinclined arch system, while dynamic relaxation method and general nonlinear finite element analysis were used to carry out shape-finding and stress analyses of the membrane structure respectively. Finally, collated monitoring date was applied to control the construction quality and verify the design parameters. Some useful conclusions are available at the end of the paper. |
| |
| Keywords: | Prestress structure Membrane structure Tubular structure Extraordinarily long seamless structure Temperature shrinkage Stability |
| 本文献已被 CNKI 维普 万方数据 SpringerLink 等数据库收录！ |
