- 摘 要
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(溫州設(shè)計(jì)集團(tuán)有限公司, 溫州 325000)
[摘要]某坡地高層建筑位于溫州市鹿城區(qū),總共16幢。主樓地上18層,地下2層,采用剪力墻結(jié)構(gòu)體系,基礎(chǔ)頂面作為上部結(jié)構(gòu)嵌固部位,主樓與地下室設(shè)縫斷開。介紹了坡地高層建筑結(jié)構(gòu)設(shè)計(jì),重點(diǎn)討論了工程的設(shè)計(jì)地震動(dòng)參數(shù)、風(fēng)荷載、地基基礎(chǔ)設(shè)計(jì)及上部結(jié)構(gòu)設(shè)計(jì)等問題。
[關(guān)鍵詞]坡地; 設(shè)計(jì)地震動(dòng)參數(shù); 地基基礎(chǔ)設(shè)計(jì)
中圖分類號: TU973+.3 文獻(xiàn)標(biāo)識碼: A文章編號: 1002-848X(2016)S1-0169-03
Structural design of high-rise building on hillside
Yu Lingzhi, Zhu Weifeng
(Wenzhou Design Assembly Company Ltd., Wenzhou 325000, China)
Abstract: The high-rise building on hill side is located in Lucheng District, Wenzhou City with a total of 16. The high-rise building with 18 floors on the ground and 2 floors underground adopted the shearwall structure system. The foundation was regarded as fixed end of upper building, the main building and the basement were separated with joint. The structural design of high-rise building on hillside was introduced. The design parameters of ground motion, the wind load, the design of building foundation and the structural design of upper building etc were mainly discussed.
Keywords: hillside; design parameters of ground motion; design of building foundation
作者簡介:余靈智,一級注冊結(jié)構(gòu)工程師,Email:75570184@qq.com。
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