- 摘 要
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王吉民 黃坤耀 孫炳楠 (浙江大學(xué)建筑工程學(xué)院 杭州 310027)樊春燕 (華森建筑與工程設(shè)計(jì)顧問(wèn)公司 深圳 518067)
[提要] 在雙塔連體結(jié)構(gòu)中,連體的剛度和設(shè)置位置直接影響到連體對(duì)兩塔樓所能起到的連接作用,因而影響結(jié)構(gòu)整體的受力性能。分別就連體軸向剛度、豎向平面內(nèi)的抗彎剛度和水平面內(nèi)的抗彎剛度對(duì)結(jié)構(gòu)靜力性能的影響進(jìn)行了研究,分析了連體在兩塔樓之間的傳力機(jī)理,并探討了要引入連體樓層樓板面內(nèi)剛度無(wú)窮大假定應(yīng)滿足的條件。此外,還分析了連體設(shè)置位置對(duì)結(jié)構(gòu)靜力性能的影響。
[關(guān)鍵詞] 高層建筑 受力性能 連體剛度 連體位置As for double-tower connected tall buildings, the connection effect between the towers is directly related to the stiffness and location of the connection. The influence of the axis stiffness and the flexure stiffness on the structure capability is studied and the analysis is proceeded to discover the transferring force mechanism of the connections. In addition, the influence of location of connection on structure capability is investigated.
Keywords: tall buildings; structure capability; connections; stiffness; location
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