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（華南理工大學(xué)建筑設(shè)計研究院有限公司， 廣州 510641）
［摘要］博興市民文化中心采用鋼筋混凝土框架-剪力墻結(jié)構(gòu)體系，存在局部樓板不連續(xù)、局部錯層、局部穿層柱及復(fù)雜連接等情況，屬于超限高層建筑。分別采用SATWE,ETABS和Perform-3D軟件對結(jié)構(gòu)進行多遇地震的彈性分析及罕遇地震的靜力彈塑性分析，采用ETABS和ANSYS對大跨度鋼結(jié)構(gòu)拱架進行內(nèi)力、穩(wěn)定和極限承載力的分析。根據(jù)分析結(jié)果對結(jié)構(gòu)進行性能設(shè)計，并對關(guān)鍵部位和構(gòu)件采取了加強措施，保證結(jié)構(gòu)的抗震性能優(yōu)良。
［關(guān)鍵詞］博興市民文化中心； 復(fù)雜連接； 超限高層建筑； 抗震性能化設(shè)計； 加強措施
中圖分類號：TU318文獻標識碼：A文章編號：1002-848X(2019)20-0065-06
Structural design of Boxing Civic Cultural Center
Yu Xuehong, Huang Zhijian, Lao Xiaojie
（Architectural Design & Research Institute of SCUT Co., Ltd., Guangzhou 510641, China）
Abstract:Boxing Civic Cultural Center adopts reinforced concrete frame-shear wall structure, which belongs to the out-of-codes tall building due to the discontinuity of local floors, local staggered stories, local through-story columns and the complex connections, etc. The elastic analysis under frequent earthquake and the static elasto-plastic analysis under rare earthquake were carried out by SATWE, ETABS and Perform-3D software respectively. Internal forces, stability and ultimate bearing capacity of long-span steel arch were analyzed by ETABS and ANSYS. According to the analytical results, the performance-based design of the structure was conducted and the key parts and components were strengthened to ensure the excellent seismic performance of the structure.
Keywords:Boxing Civic Cultural Center; complex connection; out-of-codes tall building; seismic performance-based design; strengthening measure
作者簡介：余學(xué)紅，學(xué)士，工程師，一級注冊結(jié)構(gòu)工程師，Email：360146541@qq.com。
