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局部框支抗震墻結(jié)構(gòu)設(shè)計(jì)探討
劉再揚(yáng),呂勤興
摘 要

(上海復(fù)旦規(guī)劃建筑設(shè)計(jì)研究院,上海 200433)
[摘要]結(jié)合工程實(shí)例,對剪力墻住宅下部設(shè)車道的局部框支抗震墻結(jié)構(gòu)進(jìn)行了探討,通過理論及數(shù)值分析,研究了這種結(jié)構(gòu)的受力和配筋情況,確定了按框支抗震墻結(jié)構(gòu)設(shè)計(jì)的范圍。
[關(guān)鍵詞]局部框支結(jié)構(gòu);轉(zhuǎn)換層;剪切剛度比
Discussion on seismic design of local frame-supported structrue
Liu Zaiyang, Lü Qinxing(Shanghai Fudan Urban Planning Architectural Design Institute, Shanghai 200433,  China)
Abstract:Due to the requirements of design and fire control, some vehicle passways are designed in the first or the second floor of the building in the zone of seismic fortification. Then, some shearwalls of the building couldn’t be supported on the foundation and corresponding transfer components must be designed. According to a practice project, some key problems of this kind of structure are discussed, and a range of use frame-supported shearwall structure is given through theoretical and numerical analysis.
Keywords:local frame-supported structure; transfer storey; shearing rigidity
作者簡介:劉再揚(yáng),碩士,一級注冊結(jié)構(gòu)工程師,Email:lllzy65@163.com。
參考文獻(xiàn)
[1]JGJ3—2002高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程[S].北京:中國建筑工業(yè)出版社,2002.
[2]GB50011—2001建筑抗震設(shè)計(jì)規(guī)范[S].北京:中國建筑工業(yè)出版社,2002.
[3]榮維生,王亞男.樓板剛、彈性計(jì)算假定對梁式轉(zhuǎn)換高層建筑地震作用效應(yīng)的影響[J].建筑結(jié)構(gòu),2005,35(11).
[4]包世華,方鄂華. 高層建筑結(jié)構(gòu)設(shè)計(jì)[M]. 北京:清華大學(xué)出版社,1990.
[5]呂西林.超限高層建筑工程抗震設(shè)計(jì)指南[M].上海:同濟(jì)大學(xué)出版社,2005.

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