東莞商業(yè)中心超高層連體結(jié)構(gòu)的分析計算
凌國飛1,許雪峰2,郭純1
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(1 廣東省建筑設(shè)計研究院,廣州 510010; 2 華南理工大學(xué),廣州 510640)[摘要]以東莞商業(yè)中心超高層連體結(jié)構(gòu)的計算分析為例,闡述了強連接連體結(jié)構(gòu)的一般分析方法及結(jié)構(gòu)特點、需要注意及解決的問題,以及連接體給結(jié)構(gòu)力學(xué)性能所帶來的影響,并提出了從單塔結(jié)構(gòu)與連體結(jié)構(gòu)的對比分析中找出進一步優(yōu)化連接體受力狀態(tài)的分析方法,最后分析了連接體對整個結(jié)構(gòu)扭轉(zhuǎn)性能的影響。[關(guān)鍵詞]連體結(jié)構(gòu);超高層;設(shè)計Analysis for Dongguan commercial super-tall building with connective structureLing Guofei1, Xu Xuefeng2, Guo Chun 1(1 The Architectural Design and Research Institute of Guangdong Province,Guangzhou 510010,China; 2 South China University of Technology,Guangzhou 510640,China)Abstract:On the basis of calculating results of Dongguan commercial center which is a super high-rise connecting structure, the characteristics and the common analysis methods of strong connected connecting structures are elaborated, the key problems are pointed out, and the influence of connecting components on structural performance are identified. The optimum design method of connecting components is developed by comparing single tower structure with connecting structures. The influence of connecting components on torsional performance of the entire structure is analyzed.Keywords:connecting structure;super high-rise building;design