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Lateral Force Resisting Systems Made of Cold-Formed Steel Material: Proposal of Seismic Design Criteria for 2nd Generation of Eurocode 8

机译:由冷成型钢材制成的侧向力耐力系统:第二代EUROCODE 8的地震设计标准提案

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The current edition of Eurocode 8 does not cover the design of the Cold-Formed steel (CFS) building structures under the seismic design condition. As part of the revision process of Euro-code 8 to reflect the outcomes of extensive research carried out in the past decade, University of Naples “Federico II” is involved in the validation of existing seismic design criteria and development of new rules for the design of CFS systems. In particular, different types of Lateral Force Resisting System (LFRS) are analyzed that can be listed in the second generation of Eurocode 8. The investigated LFRS's include CFS strap braced walls and CFS shear walls with steel sheets, wood, or gypsum sheathing. This paper provides the background information on the research works and the reference design standards, already being used in some parts of the world, which formed the basis of design criteria for these LFRS systems. The design criteria for the LFRS-s common to CFS buildings would include rules necessary for ensuring the dissipative behavior, appropriate values of the behavior factor, guidelines to predict the design strength, geometrical and mechanical limitations.
机译:当前版本的欧元码8不包括在地震设计条件下覆盖冷成型钢(CFS)建筑结构的设计。作为欧元守则第8欧元的修订过程的一部分,以反映过去十年进行了广泛研究的结果,那不勒斯大学“Federico II”参与了现有地震设计标准和开发设计的新规则的验证CFS系统。特别地,分析了可以在第二代Eurocode 8代中列出的不同类型的横向力抵抗系统(LFR)。调查的LFR包括CFS带支架壁和CFS剪力墙,具有钢板,木材或石膏护套。本文提供了关于研究工作的背景信息和参考设计标准,已经在世界某些地区使用,这为这些LFR系统构成了设计标准的基础。 CFS建筑物共同的LFR-S的设计标准将包括确保耗散行为,行为因素的适当值,预测设计强度,几何和机械限制的必要条件。

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