[1]程凯凯,姚继涛.钢筋混凝土预制构件裂缝宽度检验的可靠性分析[J].西安建筑科技大学学报:自然科学版,2014,46(03):376-379,411.[doi:10.15986/j.1006-7930.2014.03.012]
　CHENG Kaikai,YAO Jitao.Reliability analysis of crack width inspection for prefabricated members of reinforced concrete[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(03):376-379,411.[doi:10.15986/j.1006-7930.2014.03.012]
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钢筋混凝土预制构件裂缝宽度检验的可靠性分析()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
46
期数:
2014年03期
页码:
376-379,411
栏目:
出版日期:
2014-06-30

文章信息/Info

Title:
Reliability analysis of crack width inspection for prefabricated members of reinforced concrete
文章编号:
1006-7930(2014)03-0376-04
作者:
程凯凯; 姚继涛
(西安建筑科技大学土木工程学院,陕西 西安 710055)
Author(s):
CHENG Kaikai;  YAO Jitao
(School of Civil Engineering, Xi’an Univ. of Arch. & Tech., Xi’an 710055, China)
关键词:
钢筋混凝土; 预制构件; 正常使用极限状态; 裂缝宽度检验; 可靠指标
Keywords:
reinforced concrete;  prefabricated member;  serviceability limit states;  crack width inspection;  reliability index
分类号:
U445.7
DOI:
10.15986/j.1006-7930.2014.03.012
文献标志码:
A
摘要:
基于结构可靠性理论的原理和钢筋混凝土预制构件的结构性能检验方法,分析了钢筋混凝土预制构件在进行裂缝宽度 检验时的可靠指标计算方法,对钢筋混凝土预制构件裂缝宽度检验时规范所规定的允许值进行了可靠度评估,确定了钢筋混凝土预制构件裂缝宽度检验时构件可靠指标的大小.
Abstract:
Based on the principle of structural reliability theory and the structural performance inspection method for prefabricated member of reinforced concrete, the calculation method of the reliability index is analyzed for prefabricated member of reinforced concrete under the crack width inspection. For prefabricated members of reinforced concrete, reliability evaluation was carried out for the allowable values of crack width that specified in code. Reliability indexes were established as its crack width was inspected.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2013-11-27 修改稿日期:2014-06-16
基金项目:国家自然科学基金项目(50278401)
作者简介:程凯凯(1990-),女,博士生,主要从事工程结构可靠性设计方面的研究.E-mail: chengkaikai_1990@126.com
更新日期/Last Update: 2015-09-01