深圳物流中心綜合樓超限高層結(jié)構(gòu)設(shè)計(jì)
甘尚瓊1，項(xiàng)兵2
- 摘 要
-
(1 深圳市深大源建筑技術(shù)研究有限公司， 深圳 518060； 2 深圳華森建筑與工程設(shè)計(jì)顧問有限公司， 深圳 518054)
［摘要］深圳物流中心綜合樓屬體型復(fù)雜且具有多項(xiàng)不規(guī)則的超限高層結(jié)構(gòu)，5層及以上均設(shè)有多重連體，連接體分別采用鋼桁架結(jié)構(gòu)和鋼筋混凝土結(jié)構(gòu)。針對(duì)該超限高層建筑進(jìn)行了結(jié)構(gòu)彈性、彈塑性分析和一些不規(guī)則項(xiàng)的專項(xiàng)分析、抗連續(xù)倒塌分析。分析結(jié)果表明，選取的結(jié)構(gòu)體系、結(jié)構(gòu)性能滿足抗震設(shè)防性能目標(biāo)的要求。［關(guān)鍵詞］復(fù)雜超限高層結(jié)構(gòu); 多重連體; 鋼桁架; 結(jié)構(gòu)選型; 抗震性能設(shè)計(jì); 動(dòng)力彈塑性時(shí)程分析中圖分類號(hào)：TU318 文獻(xiàn)標(biāo)識(shí)碼：A 文章編號(hào)：1002-848X(2015)17-0025-06
Structural design on the ultra-limit highrise complex building of Shenzhen Logistics CenterGan Shangqiong1, Xiang Bing2(1 Shenzhen Shendayuan Construction Technology Research Co., Ltd., Shenzhen 518060, China; 2 Huasen Architecture & Engineering Design Consultants Ltd., Shenzhen 518054, China)Abstract: The complex building of Shenzhen Logistics Center is a ultra-limit high-rise building with complex formation and many irregularities. Multiple connections were equipped in and above the fifth storey. The connections are steel truss structure and reinforced concrete structure respectively. Structural elastic analysis, elastic-plastic analysis, specific analysis for some irregularities, resistance of progressive collapse analysis were carried out for the ultra-limit high-rise building. Analysis results show that the choice of structural system and the structural performance can meet the requirements of the seismic fortification targets.Keywords: complex ultra-limit-high-rise structure; multiple connection; steel truss; structural selection; performance-based seismic design; dynamic elastic-plastic time history analysis
作者簡(jiǎn)介：甘尚瓊，高級(jí)工程師，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email：1115294057@qq.com。
- 下載地址
-
你還沒注冊(cè)？或者沒有登錄？這篇論文要求至少是本站的注冊(cè)會(huì)員才能閱讀！
如果你還沒注冊(cè)，請(qǐng)趕緊點(diǎn)此注冊(cè)吧！
如果你已經(jīng)注冊(cè)但還沒登錄，請(qǐng)趕緊點(diǎn)此登錄吧！
