- 摘 要
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董 煜
(中國(guó)建筑科學(xué)研究院海南分院,海口 570203)[摘要] 簡(jiǎn)要介紹了??谀侈k公樓的隔震設(shè)計(jì),包括減震系數(shù)的確定,隔震支座豎向、水平向承載能力以及變形的驗(yàn)算,并對(duì)采用隔震結(jié)構(gòu)的經(jīng)濟(jì)性進(jìn)行了分析,可供類似工程設(shè)計(jì)參考。
[關(guān)鍵詞] 隔震設(shè)計(jì);橡膠支座;減震系數(shù)
中圖分類號(hào):TU393.3 文獻(xiàn)標(biāo)識(shí)碼:A 文章編號(hào):1002-848X(2012) Sl-0532-02Seismically isolated design of an office building in Haikou
Dong Yu
( China Academy of Building Research Hainan Branch, Haikou 570203, China)Abstract: Seismically isolated design of an office building in Haikou was introduced. The whole process includes the determination of the energy-dissipated factor, the axial capacity, the shear capacity and the deformation checking for the rubber isolation bearing, as well as the economic analysis of the seismically isolated structure. The suggestions could be referred in practical design.
Keywords: seismically isolated design; rubber isolation bearing; energy-dissipated factor
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