摘要
针对砌体结构房屋建立了结构可靠性评估指标体系。对子因素指标进行无量纲化处理,对传统的物元模型进行分析,提出一种改进的关联函数。考虑了构件的权重系数,提出了可拓指标,建立了以构件可靠性分析与整体结构可靠性可拓综合评判相结合的砌体结构房屋可靠性鉴定方法的框架。并通过工程实例证明该方法的可行性。
A masonry structure reliability grading method based on extenics was developed. A revised correla- tion function was proposed by non - dimensionalization treatment of subsidiary factors and analysis on the traditional matter- element model. By considering the weight forward, by which the masonry structure reliability coefficients of the components, the extension indexes were but grading method for both the components and the massive struc- ture was schemed. The feasibility of this method was proved by engineering examples.
作者
宋宝峰
李和玉
王春胜
SONG Bao - feng LI He - yu WANG Chun - sheng(School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China School of Urban Construction, Eastern Liaoning University, Dandong 118003, China College of Architectural Engirveering, Heilongjiang Forestry Vocation- Technical College, Mudanjiang 157001, China)
出处
《辽东学院学报（自然科学版）》
CAS
2017年第1期50-56,共7页
Journal of Eastern Liaoning University:Natural Science Edition
基金
国家自然科学基金资助项目(50978171)
2014年度教育部人文社会科学研究青年基金项目(14YJC760025)
辽东学院校级青年基金项目(2016QN004)
关键词
可拓学
关联函数
砌体结构
可靠性评级
可拓指标
extenics
correlation function
masonry structure
reliability grading
extension index
