泰州国际博览中心二期结构设计
发布时间:2018-02-25 09:09
本文关键词: 泰州国际博览中心 斜拉索 箱形实腹钢梁 钢结构 空间结构 抗震性能化设计 出处:《建筑结构》2017年20期 论文类型:期刊论文
【摘要】:介绍了泰州国际博览中心二期结构的设计思路。本工程空间造型复杂,由大跨度的型钢混凝土框架结构、90m跨带两道斜拉索的箱形实腹钢梁屋面及外蒙皮钢结构组成,形成彼此既相互独立又相互支撑的系统。带斜拉索的箱形实腹钢梁屋面造型新颖,很好实现了建筑的空间构想。采用抗震性能化设计,对关键构件抗震性能进行提高,按整装模型采用多程序进行受力分析计算,对超长钢筋混凝土结构进行了温度及收缩应力分析,结果表明建筑安全可靠。
[Abstract]:This paper introduces the design idea of the second stage structure of Taizhou International Expo Center. The space modeling of the project is complicated, which is composed of a large-span steel reinforced concrete frame structure with a span of 90 m and a box-shaped solid steel beam roof with two stay cables and a steel structure with outer skin. The box-shaped solid steel beam roof with cable-stayed cable is novel in shape, and the space conception of the building is well realized. The aseismic performance of the key components is improved by using seismic performance-based design. The temperature and shrinkage stress of super-long reinforced concrete structure are analyzed by multi-program analysis according to the integral model. The results show that the building is safe and reliable.
【作者单位】: 启迪设计集团股份有限公司;东南大学土木工程学院;
【分类号】:TU973
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