钢结构
鋼結構
강결구
STEEL CONSTRUCTION
2009年
7期
43-46,20
,共5页
超高层%钢管混凝土叠合柱%动力弹塑性分析%时程分析%抗震设计
超高層%鋼管混凝土疊閤柱%動力彈塑性分析%時程分析%抗震設計
초고층%강관혼응토첩합주%동력탄소성분석%시정분석%항진설계
super high-rise%concrete filled steel tube laminated column%dynamic elastic-plastic analysis%time history analysis%aseismatic design
深圳卓越·皇岗世纪中心项目二号塔楼建筑物主体高度238 m,核心筒部分及屋顶钢架高度升至268 m,核心筒高宽比为17.3,属超B级高层建筑.介绍了该结构整体分析、弹性时程分析、中震不屈服分析和动力弹塑性分析的结果及相应结论.有关方法和结论可为相关工程提供参考.
深圳卓越·皇崗世紀中心項目二號塔樓建築物主體高度238 m,覈心筒部分及屋頂鋼架高度升至268 m,覈心筒高寬比為17.3,屬超B級高層建築.介紹瞭該結構整體分析、彈性時程分析、中震不屈服分析和動力彈塑性分析的結果及相應結論.有關方法和結論可為相關工程提供參攷.
심수탁월·황강세기중심항목이호탑루건축물주체고도238 m,핵심통부분급옥정강가고도승지268 m,핵심통고관비위17.3,속초B급고층건축.개소료해결구정체분석、탄성시정분석、중진불굴복분석화동력탄소성분석적결과급상응결론.유관방법화결론가위상관공정제공삼고.
The height of major structure of the second tower of Zhuoyue · Huanggang Century Centre Project in Shenzhen city is 238 m, and the height of core tube and steel truss of roof is 268 m, and the height to width ratio of core tube is 17. 3. The tower is super B grade structure. The results of the whole structure analysis, elastic time history analysis, the middle aseismatic analysis and analysis of dynamic elastic-plastic response were discussed in this paper. The method and conclusions mentioned in this paper may be referred for correlative engineering.
