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首页> 外文会议>EUR 21431; Final Conference of Cost Action C12; 20050120-22; Innsbruck(AT) >Seismic response of light-gauge steel stick-built constructions: a research project
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Seismic response of light-gauge steel stick-built constructions: a research project

机译：轻钢棍结构的地震响应：一个研究项目

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摘要

This paper presents some results obtained from both experimental and theoretical studies carried out at the University of Naples on the seismic behaviour of light-gauge steel stick-built residential buildings. Experimental tests have been carried out on two full-scale prototypes designed in such a way to contain all the structural elements and components used for this type of structures. Experimental results allow considerations on typical seismic behaviour issues (capacity design, in plane strength and stiffness of horizontal diaphragms, performance criteria) to be drawn. The theoretical part of the study has been dedicated to both judge the seismic performance of the structure under increasing seismic intensity levels and develop an ad-hoc cyclic loading protocol for physical tests. Finally, the planning of a new testing program aiming to characterize the behaviour of sheathing-to-member connections is then illustrated.
机译：本文介绍了从那不勒斯大学进行的关于轻型钢棍住宅建筑的抗震性能的实验和理论研究得出的一些结果。已经对两个完整的原型进行了实验测试，这些原型设计为包含用于此类结构的所有结构元件和组件。实验结果允许考虑典型的地震行为问题（容量设计，水平隔板的平面强度和刚度，性能标准）。该研究的理论部分致力于判断结构在不断增加的地震烈度下的抗震性能，并开发了用于物理测试的临时循环加载协议。最后，说明了旨在表征护套与构件连接行为的新测试程序的计划。

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