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高 輝1， 鄺為鵬2， 禤東旭2
（1 中國建筑西南設計研究院有限公司，成都610081；2 茂爾盛咨詢（深圳）有限公司，深圳518001)[摘要] 成都東大街綜合發(fā)展項目由3棟超高層住宅組成，建筑高度超過B級。設計中采用剪力墻結構體系，有效控制了可能存在的剛度突變、扭轉(zhuǎn)不規(guī)則等不利因素。本文介紹了主體結構方案的設計思路、計算方法、構造措施，采用兩種軟件進行對比分析，并進行了多遇地震下的彈性時程分析。
[關鍵詞] 結構體系；剪力墻；超B級高度Highrise Building Design of Chengdu East Street Complex Development Project
Gao Hui1, Kuang Weipeng2, Xuan Dongxu2
(1China Southwest Architectural Design and Research Institute Co. ,Ltd. ,Chengdu 610081, China; 2 Maunsell AECOM, Shenzhen 518001, China)Abstract: Chengdu East Street Complex Development Project is composed of 3 towers which exceed B class building height. During the project designing, a series of measures were taken to effectively control the potential irregularity in stiffness and torsion. This paper emphasizes on the design idea, analysis method, and detailed measures. Two types of softwares were used to analyse the structure, and elastic time-history analysis was also done.
Keywords: structure system; shearwall; exceed B; class building height
