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Behaviour of single-sided composite joints at room temperature and in case of fire after an earthquake
International Journal of Steel Structures ( IF 1.1 ) Pub Date : 2009 , DOI: 10.1007/bf03249506
J.-F. Demonceau , F. Hanus , J.-P. Jaspart , J.-M. Franssen

In 2003, a European research program entitled “PRECIOUS-Prefabricated composite beam-to-concrete filled tube or partially reinforced-concrete-encased column connections for severe seismic and fire loadings” and funded by the Research Fund for Coal and Steel (RFCS) was initiated for three years (Bursi et al., 2008). The objective of this project was to develop fundamental data, design guidelines and prequalification tools for two types of composite beam-to-column joints able to ensure a suitable behaviour during an earthquake and its eventual subsequent fire. At the University of Liege, as part of this project, analytical and numerical investigations were conducted mainly on single-sided beam-to-column composite joints at room and at elevated temperatures. The present paper summarizes the activities developed within this project and presents the main achievements.

中文翻译:

单面复合接头在室温下以及地震后着火的行为

2003年,一项由煤炭和钢铁研究基金(RFCS)资助的名为“ PRECIOUS预制复合梁到混凝土填充管或部分钢筋混凝土包裹的圆柱连接以应对严重地震和火灾”的欧洲研究计划得到了批准。发起了三年(Bursi(2008年)。该项目的目的是为两种类型的梁-柱复合节点开发基础数据,设计指南和资格预审工具,以确保在地震及其最终的火灾中具有适当的行为。在列日大学,作为该项目的一部分,分析和数值研究主要是在室温和高温下对单侧梁-柱组合节点进行的。本文总结了该项目中开展的活动并介绍了主要成果。
更新日期:2020-09-14
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