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金玉兰广场酒店结构设计 被引量:1
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作者 傅晋申 张富林 《建筑结构》 CSCD 北大核心 2007年第5期120-124,共5页
金玉兰广场酒店是一幢52层超高层酒店建筑。层48以下结构采用钢筋混凝土框架-核心筒体系,以上采用钢框架-钢筋混凝土筒体,建筑高度226m。由于建设单位原因,在施工到层34时,业主建议再加建3层,共14.4m高,办公用途;顶部钢架40m。针对工程... 金玉兰广场酒店是一幢52层超高层酒店建筑。层48以下结构采用钢筋混凝土框架-核心筒体系,以上采用钢框架-钢筋混凝土筒体,建筑高度226m。由于建设单位原因,在施工到层34时,业主建议再加建3层,共14.4m高,办公用途;顶部钢架40m。针对工程特点和过程中发生的重大设计变更情况,重点介绍了塔楼的结构方案、线性与非线性分析、顶部巨型钢架的设计;过渡层、型钢混凝土和钢结构两种结构形式的梁柱节点、万向铰接柱脚等设计中需要解决的相关问题。 展开更多
关键词 超高层建筑 结构设计 型钢混凝土 双梁节点 厚板焊接 非线性分析 巨型钢架 万向节点
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Determination Method on Initial Pretension of Cables in Steel Mega Frame and Prestressed Composite Bracing Structure
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作者 唐柏鉴 王飞 顾盛 《Journal of Donghua University(English Edition)》 EI CAS 2013年第6期455-460,共6页
Determining initial pretension values of pre-stressed cables is one of the key problems for a steel mega frame and pre-stressed composite bracing structure.Through the mechanical analysis of the composite bracing unde... Determining initial pretension values of pre-stressed cables is one of the key problems for a steel mega frame and pre-stressed composite bracing structure.Through the mechanical analysis of the composite bracing under vertical loading,the critical factors deciding the initial pretention value were found.According to these factors,a rule for the initial pretension value was put forward.The determination equations were acquired based on the principle of force equilibrium at nodes.The numerical results indicate that the internal force disequilibrium in composite bracings resulted from symmetrical load can be eliminated only in a symmetrical way,so that initial pretention values are decided only by vertical loads.The influencing coefficient leveling method,taking into account interactions between story and story,is accurate and feasible. 展开更多
关键词 pre-stressed steel structure mega frame composite bracing initial presention influencin coefllcient levelinf method
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