884aa四虎影成人精品,99久久国产综合精品女图图等你,97在线观看永久免费视频,久久精品国产精品亚洲38,ⅵdeodesetv性欧美

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

[摘要] 結合某懸掛結構工程，采用SAP2000有限元程序對斜交網(wǎng)格核心筒+中心支撐框架懸掛結構體系進行分析。對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，考慮幾何非線性對結構的影響，并模擬施工階段，為懸掛結構的設計提供借鑒。
[關鍵詞] 斜交網(wǎng)格；中心支撐；懸掛結構；幾何非線性；施工模擬
中圖分類號：TU351    文獻標識碼：A  文章編號：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