摘要
在现行规范理论与结构可靠度理论基础上,建立在役桥梁结构状态安全性综合评估模型,通过现场对桥梁进行调查与检测,确定综合评估模型中各计算公式的时变技术参数,对在役桥梁进行了计算分析与评估.结果表明,该方法的评估结论与桥梁检测和可靠度分析的结果相吻合,能够比较有效地反映出桥梁的实际使用情况.
This paper establishes a comprehensive structural safety evaluation model of existing bridges based on the theories of current codes and structural reliability. Through the field investigation and detection, we determine the time-varying technical parameters of each calculation formula in the comprehensive evaluation model, and then analyze and evaluate the existing bridges. The results show that the evaluation conclusions are consistent with the results of bridge detection and reliability analysis, and they can effectively reflect the actual use of the bridges.
作者
韩振国
冯莹
HAN Zhenguo;FENG Ying(School of Architectural Engineering,Taizhou Polytechnic College,Taizhou 225300,China)
出处
《江西理工大学学报》
CAS
2018年第3期18-23,共6页
Journal of Jiangxi University of Science and Technology
基金
住房和城乡建设部科学技术项目(2017-K4-017)
江苏省教育厅高校自然科学研究面上项目(17KJB560010)
泰州职业技术学院科研项目(TZYKY-16-17
YJDC2017010)
关键词
在役桥梁
承载力模型
刚度模型
可靠性指标
existing bridge
bearing capacity model
rigidity model
reliability index
