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   韓麗君¹，  陳  雷¹，  尹華鋼¹，  王飛宇²
   （1 深圳市筑博工程設(shè)計(jì)有限公司北京分公司，北京 100013；2 北京天潤(rùn)建設(shè)公司，北京 100013）

[摘要] 結(jié)合某懸掛結(jié)構(gòu)工程，采用SAP2000有限元程序?qū)π苯痪W(wǎng)格核心筒+中心支撐框架懸掛結(jié)構(gòu)體系進(jìn)行分析。對(duì)比分析中心支撐及斜交網(wǎng)格抵抗水平地震力作用所起的作用，考慮幾何非線性對(duì)結(jié)構(gòu)的影響，并模擬施工階段，為懸掛結(jié)構(gòu)的設(shè)計(jì)提供借鑒。
[關(guān)鍵詞] 斜交網(wǎng)格；中心支撐；懸掛結(jié)構(gòu)；幾何非線性；施工模擬
中圖分類(lèi)號(hào)：TU351    文獻(xiàn)標(biāo)識(shí)碼：A  文章編號(hào)：1002-848X(2012) Sl-0699-03

Design discussion of suspension structure with oblique crossing lattice tube and concentrically-braced frame
Han Lijun¹, Chen Lei¹, Yin Huagang¹, Wang Feiyu²
(1 Zhuobo Architectural&Engineering Design Co.,  Ltd.( Beijing),Beijing 100013,China; 2 Beijing Tianrun ConsUuction Corporation, Beijing 100013, China)

Abstract: Combined with a suspension structure engineering, SAP2000 program was used to analyze the suspension structure with oblique crossing lattice tube and concentrically-braced frame. By contrast the role of concentrically-braced to resist horizontal seismic force, considering the impact of geometric nonlinearity on the structure, the consUuction phase was simulated. It could provide the design experience of suspension structure.
Keywords: oblique crossing lattice, concentrically-braced; suspension structure, geometric nonlinearity; construction simulation