首页> 外文会议>Proceedings of the IJSSD symposium 2012 on progress in structural stability and dynamics >SECOND-ORDER ANALYSIS FOR LONG SPAN STEEL STRUCTURE PROTECTING A HERITAGE BUILDING
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SECOND-ORDER ANALYSIS FOR LONG SPAN STEEL STRUCTURE PROTECTING A HERITAGE BUILDING

机译:大跨度钢结构保护建筑的二阶分析

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@@ INTRODUCTION Second-order analysis has been widely referred in codes and claimed by structural analysis software. There are actually many types of second-order analysis with the simplest one that considers only the P-△ effect and other more advanced ones that include the P -△ -δ effect with careful consideration of initial imperfections as well as plastic hinges. In Hong Kong, which has one of the most highest world's density in high-rise steel composite buildings with height greater than 150 m, this method of design is widely used and the success is partly due to the use of one-element-per-member model which saves time and efforts in design and improves safety as well. This paper is concerned with the protection of a heritage building.
机译:@@简介二阶分析已在代码中被广泛引用,并被结构分析软件要求保护。实际上,有很多类型的二阶分析,其中最简单的一种仅考虑P-△效应,而其他更高级的分析包括P-△-δ效应,并仔细考虑了初始缺陷以及塑料铰链。在香港,这是世界上密度最高的高层钢复合建筑中高度最高的建筑物之一,高度超过150 m,这种设计方法得到了广泛的应用,成功的部分原因是使用了每个元素一个成员模型,可节省设计时间和精力,并提高安全性。本文涉及遗产建筑的保护。

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