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大劇院舞臺(tái)深臺(tái)倉結(jié)構(gòu)分析與設(shè)計(jì)
張 濤
摘 要
(同濟(jì)大學(xué)建筑設(shè)計(jì)研究院(集團(tuán))有限公司,上海 200092)
 
[摘要] 針對(duì)大劇院具有局部舞臺(tái)深臺(tái)倉的特點(diǎn),總結(jié)了國內(nèi)已建成著名大劇院的建設(shè)規(guī)模及臺(tái)倉深度。通過一個(gè)典型劇院工程實(shí)例分析了深臺(tái)倉的結(jié)構(gòu)設(shè)計(jì)特點(diǎn),采用SAP2000建立三維殼單元計(jì)算模型與簡(jiǎn)化算法進(jìn)行對(duì)比,所得結(jié)論對(duì)類似工程及其他地下城市空間的設(shè)計(jì)有一定參考作用。
[關(guān)鍵詞] 大劇院;舞臺(tái)深臺(tái)倉;結(jié)構(gòu)分析與設(shè)計(jì)
中圖分類號(hào):TU242.2      文獻(xiàn)標(biāo)識(shí)碼:A      文章編號(hào):1002-848X(2013)S2-0298-05
作者簡(jiǎn)介:張濤,碩士,工程師,Email:32zt@tjadri.com。
 
Structural analysis and design of the deep stage pit of grand theatre
Zhang Tao
(Tongji Architectural Design(Group) Co., Ltd. , Shanghai 200092, China)
 
AbstractConsidering that grand theatres usually have characteristics of deep stage pit, construction scale and pit depth of the domestic famous grand theatres are summarized. Design method of deep stage pit is introduced by analyzing a typical theatre project. Three dimensional models of shell elements are set by SAP2000 and results are compared with that of simplified method. Conclusions can provide reference for the design of similar project and other urban underground space.
Keywordsgrand theatre; deep stage pit; structural analysis and design
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