某高層結(jié)構(gòu)超限設(shè)計(jì)
馬臣杰1,2，練賢榮2，汪齊備2
- 摘 要
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(1悉地國(guó)際設(shè)計(jì)顧問(wèn)（深圳）有限公司，深圳 518057； 2華森建筑與工程設(shè)計(jì)顧問(wèn)有限公司，深圳 518054)[摘要] 結(jié)合一系列新規(guī)范的要求對(duì)某超限高層進(jìn)行設(shè)計(jì)，根據(jù)項(xiàng)目特點(diǎn)進(jìn)行了整體結(jié)構(gòu)的彈性分析、樓板應(yīng)力分析、樓板振動(dòng)舒適度分析、大震彈塑性時(shí)程分析及抗連續(xù)倒塌分析等，最后提出抗震加強(qiáng)措施。結(jié)果表明，結(jié)構(gòu)及構(gòu)件的抗震性能可以滿(mǎn)足設(shè)計(jì)要求。分析方法可供類(lèi)似項(xiàng)目參考。[關(guān)鍵詞] 超限高層;大震彈塑性;舒適度;抗連續(xù)倒塌;樓板應(yīng)力中圖分類(lèi)號(hào)：TU318，TU375 文獻(xiàn)標(biāo)識(shí)碼：A 文章編號(hào)：1002-848X(2013)S1-0107-03Structural design on a super high-rise buildingMa Chenjie1,2, Lian Xianrong2, Wang Qibei2(1CCDI Group, Shenzhen 518057,Abstract: In this paper, using a series of new specification requirements for a super high-rise building, based on the characteristics of the project, the structure of the elastic analysis, floor stress analysis, the floor vibration comfort analysis, earthquake elastic-plastic time history analysis and resistance to progressive collapse analysis, Finally, proposed seismic strengthening measures. The results show that the seismic performance of structures and components to meet the design requirements. The analysis method could be reference for similar projects.Keywords: super high-rise;EPDA;vibration comfort analysis; collapse analysis; floor stress analysis
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