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(同濟大學建筑設計研究院，上海 200092)

［摘要］在體育館屋蓋所采用的各種結構體系中，雜交張拉結構體系因其優(yōu)異的受力性能和靈活的建筑造型的適應性而廣受歡迎，成為最為活躍的一個類型。簡要介紹了大跨度空間結構常用的結構體系，并通過若干工程實例，對結構概念設計、結構彈塑性分析和優(yōu)化設計等方面進行了重點闡述，以期對相關工程設計提供一定參考。

［關鍵詞］鋼結構；屋蓋；結構概念設計；結構彈塑性分析；雜交張拉結構體系

Conceptual Design and Optimization of Roof of Steel Structure in Gymnasium

DingJiemin,Zhang Zheng(Architecture Design & Research Institute of Tongji University,Shanghai 200092,China)

Abstract:Various structural systems are applied in the large-span roof structure of Gyms,among which the hybrid tension structure is extraordinary popular for its excellent load-bearing performance as well as great adaptive ability to architectural form. It first introduces the structural types commonly used in large-span roof structure and give a survey in China these years. Then the conceptual design,elastic and plastic structural analysis and structural optimization are discussed through several cases,hoping to provide reference to the similar projects.

Keywords:structural conceptual design; elastic and plastic structural analysis; hybrid tension structure; steel roof

作者簡介：丁潔民(1957-)，博士，同濟大學建筑設計院院長。

參考文獻

［1］梅季魁，劉德明，姚亞雄. 大跨建筑結構構思和結構選型［M］. 北京：中國建筑工業(yè)出版社，2002.

［2］SAITOH M,OKASA A. The Role fo String in hybrid String Struture［M］. Engineering Struture,1999.

［3］康曉菊，丁潔民. 北京奧運會乒乓球館屋蓋結構的彈塑性極限承載力分析［J］.結構工程師，2005.

［4］康曉菊，丁潔民. 北京奧運會乒乓球館鋼屋蓋結構與下部結構協同工作的研究［J］.建筑結構，2006，36(S1).

［5］DING JM,HE ZJ. Analysis and Design of the Roof Structure of Beijing University Gymnasium［R］. IABSE Reports,vol.92:420-421,2007.