泰州今日陽(yáng)光辦公樓抗震設(shè)計(jì)
黃 華
- 摘 要
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（中船第九設(shè)計(jì)研究院工程有限公司，上海 200063）[摘要]辦公樓屬于平面和豎向均不規(guī)則的超限結(jié)構(gòu)，采用SATWE和MIDAS分別建模計(jì)算分析，結(jié)果滿足規(guī)范要求。針對(duì)超限情況，提出了相應(yīng)的設(shè)計(jì)措施。對(duì)于樓板缺失嚴(yán)重的樓層，進(jìn)行應(yīng)力分析，確保水平荷載的傳遞。[關(guān)鍵詞] 超限高層；抗震設(shè)計(jì)；Pushover分析；樓板應(yīng)力中圖分類(lèi)號(hào)：TU973+.31 文獻(xiàn)標(biāo)識(shí)碼：A 文章編號(hào)：1002-848X(2013)S1-1078-03作者簡(jiǎn)介：黃華，國(guó)家一級(jí)注冊(cè)結(jié)構(gòu)工程師， Email：hh9827@126.com。Seismic design of Taizhou Today Sunshine Office BuildingHuang Hua(China Shipbuilding NDRI Engineering Co., Ltd.,Abstract：The office building is an out-of-code high-rise building, which is irregular in the plane and vertical direction. Both SATWE and MIDAS are used to calculate and analyses in the modeling, and the results meet the code requirements. The corresponding design measures are taken according to the out-of-code situation. For the floors which are lack of slabs seriously, the stress analysis is taken to ensure the transmission of horizontal load.Keywords：out-of-code high-rise building; seismic design; Pushover analysis; slab stress.
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