ASSESSMENT OF A GLOBAL RESISTANCE FACTOR FOR REINFORCED CONCRETE COLUMNS BY PARAMETRIC ANALYSIS

摘要：

A procedure for the specification of a global resistance factor, based on probabilistic analysis of concrete members has been proposed recently. The global resistance factors is related to the coefficient of variation of the resistance of a cross section of the structure, on the basis of two hypotheses. The coefficient of variation of the resistances is estimated by a Monte Carlo simulation for fourteen uhimate conditions. A parametric analysis with respect to the reinforcement ratio is performed.

关键词： Global resistance factor coefficient of variation reinforced concrete columns probabilistic approach monte carlo simulation parametric analysis

作者: D. L. Allaix G. Mancini

作者单位: Department of Structural and Geotechnical Engineering, Politecnico di Torino, Torino

会议类型: 国际会议

会议名称: 2007年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

会议地点: 上海

会议语种:英文

页码: 1-9

在线出版日期: 2007-11-28（万方平台首次上网日期，不代表论文的发表时间）