- 摘 要
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尚文紅, 鐘玉柏, 馬臣杰, 張良平, 王衛(wèi)忠
(深圳華森建筑與工程設(shè)計(jì)顧問有限公司,深圳 518054)[摘要] 位于深圳的某大底盤多塔樓結(jié)構(gòu),通過設(shè)置一道伸縮縫分割之后的大底盤仍然長(zhǎng)255m,寬173m,需要進(jìn)行在地震以及溫度、混凝土收縮徐變等作用下的應(yīng)力分析,以論證可行性。
[關(guān)鍵詞] 大底盤多塔樓;溫度;收縮徐變
中圖分類號(hào):TU241.8 文獻(xiàn)標(biāo)識(shí)碼:A 文章編號(hào):1002-848X(2011) Sl-0483-05Analysis of a multi-tower with large podium
Shang Wenhong, Zhong Yubai, Ma Chenjie, Zhang Liangping, Wang Weizhong
( Huasen Arclutecture & Engineering Design Consultants Ltd., Shenzhen 518054, China)Abstract: For a structure which is multi-tower with large podium, the podium is divided by a expansion joint to two parts. The larger part of the podium is 255m length and 173m width. So the stresses due to seismic, temperature, concrete shrinkage and cree Pare needed to consider.
Keywords: multi-tower with large podium; temperature; shrinkage and creep
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