Design Methodologies for Steel Structures in Seismic Regions

Rohit Kumar Rajora, R. Lamba, Vishal Chaudhary, A. Dhyani
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Abstract

This paper is an insight into the recent developments in the design methodologies in seismic design of steel structures. Recent damage throughout the world due to earthquakes have led to the conclusion that the inherent seismic resistance of steelStructures should not be taken for granted. Due to increasing number calamities occurring due to earthquakes per year, new advancements has to be made in the design procedures and material control measures as well as welding practice. We will look into the solutions such as displacementbased design and Assessment procedures alongside the generalization of limit state concepts into a performancebased Design framework. In this paper, recent findings on the material, section, member and sub assemblageLevels are reviewed and possible code applications are highlighted. However our main concern will be moderate seismic zones.
地震区钢结构设计方法
本文对钢结构抗震设计方法的最新发展进行了深入研究。最近世界各地因地震造成的破坏使人们得出这样的结论:钢结构固有的抗震性能不应被视为理所当然。由于每年因地震而发生的灾害越来越多,因此在设计程序和材料控制措施以及焊接实践方面必须取得新的进展。我们将研究解决方案,如基于位移的设计和评估程序,以及将极限状态概念概括为基于性能的设计框架。本文综述了材料、截面、构件和子组装层的最新研究成果,并重点介绍了可能的代码应用。然而,我们主要关注的是中度地震带。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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