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龍華中航城項(xiàng)目超限高層結(jié)構(gòu)抗震設(shè)計(jì)
李 斌, 劉 俊, 李世勇, 許晉平
摘 要

    李  斌,  劉  俊,  李世勇,  許晉平
    (香港華藝設(shè)計(jì)顧問(深圳)有限公司,深圳 518031)

[摘要] 主要介紹了帶轉(zhuǎn)換層的超高層住宅抗震設(shè)計(jì)過程,包括抗震縫設(shè)置,結(jié)構(gòu)體系布置,構(gòu)件截面及材料,抗震性能目標(biāo)設(shè)定,彈性計(jì)算分析比較,靜力彈塑性計(jì)算分析,樓板應(yīng)力分析,45。方向分析比較等。經(jīng)過三階段設(shè)計(jì),達(dá)到抗震性能目標(biāo)。
[關(guān)鍵詞] 轉(zhuǎn)換層;超高層住宅;滑動(dòng)鉸支座;450方向計(jì)算
中圖分類號(hào):TU375    文獻(xiàn)標(biāo)識(shí)碼:A  文章編號(hào):1002-848X(2011) Sl-0057-05

Seismic Design of out-of-codes high-rise brulding in Longhua Zhonghang Plaza
Li Bin, Liu Jun, Li Shiyong, Xu Jinping
( Hong Kong Hua Yi Design Consultants(S.Z.)Ltd,  Shenzhen 518031,  China)

Abstract: This article described the seisnuc design process of the super high-rise residential buildings with transfer story, including seismic joints, the structural layout, structural member section and materials, seismic performance objectives identified, analysis of elastic calculation, calculation of static plastic-elastic analysis, stress analysis of floor and analysis of seismic load in 450direction. A three-stage design has been performed to meet the seismic performance objectives.
Keywords: transfer story; super high-rise residential; sliding hinge support; 45 0 direction calculation

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