- 摘 要
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(1 南京城鎮(zhèn)建筑設計咨詢有限公司， 南京 210000； 2 南京工業(yè)大學土木工程學院， 南京 210186)
［摘要］某多層鋼結構展覽館由于建筑外形和功能要求，北區(qū)采用中心支撐-鋼框架結構體系，結構存在多項不規(guī)則情況。采用了性能化設計方案，對于結構內庭側，利用幕墻龍骨形成的空間網格結構作為豎向傳力構件，并對其進行穩(wěn)定性全過程分析，計算結果表明結構穩(wěn)定性滿足要求；對結構進行罕遇地震作用下靜力彈塑性分析，發(fā)現結構自身具有較好的抗震性能；主要節(jié)點多尺度分析表明，節(jié)點在大震下基本處于彈性工作狀態(tài)。
［關鍵詞］抗震性能化設計；穩(wěn)定性全過程分析；多尺度分析；靜力彈塑性分析；溫度應力分析
中圖分類號：TU391 文獻標識碼：A文章編號：1002-848X(2021)15-0038-06
Structural analysis of multi-story steel structure exhibition hall
XIAO Wei1,2, WANG Jian1, WAN Li2, MIAO Hanliang2
(1 Nanjing City-Town Architectural Design & Consulting Co., Ltd., Nanjing 210000， China; 2 College of Civil Engineering, Nanjing Tech University, Nanjing 210186， China)
Abstract: Due to the architectural appearance and functional requirements of a multi-story steel structure exhibition hall, the centrally braced steel frame structural system is adopted in the north area of the exhibition hall, and there are many irregularities in the structure. The performance-based seismic design scheme was adopted. For the inner side of the structure, the space grid structure formed by the curtain wall keel was used as the vertical force transmission component, and the whole process of its stability was analyzed, the calculation results show that the structure stablity meets the requirements. After static elastoplastic analysis of the structure under the rare earthquake, it is found that the structure has good seismic performance. The multi-scale analysis of the main joints shows that the joints are basically in elastic working state under rare earthquake.
Keywords:performance-based seismic design； whole process stability analysis； multi-scale analysis； static elastoplastic analysis； temperature stress analysis
作者簡介：肖蔚，碩士，高級工程師，一級注冊結構工程師，Email：xw@ctarch.cn。
