铁道标准设计Issue(1)：80-82,83,4.DOI:10.13238/j.issn.1004-2954.2015.01.020
铁路桥梁正常使用极限状态可靠度校准研究
Research on Reliability Adjustment of Railway Bridge Serviceability in Limit State
朱志营 1齐成龙1
作者信息
- 1. 铁道第三勘察设计院集团有限公司桥梁处，天津 300142
- 折叠
摘要
Abstract
On the basis of the current allowable stress specification, preliminary limit state specification and the European specification, normal section crack resistance and bridge rigidity of one railway post-stressed simple supported T beam are calculated, and the reliabilities of serviceability limit state of the three specifications are compared with the safety stock sequence: Euro code> allowable stresses method code>limit state method code. Finally, some suggestions are put forward on the preliminary limit state specification.关键词
铁路桥梁/可靠度/容许应力法/极限状态法Key words
Railway bridge/Reliability/Allowable stresses method/Limit state method分类
交通工程引用本文复制引用
朱志营,齐成龙..铁路桥梁正常使用极限状态可靠度校准研究[J].铁道标准设计,2015,(1):80-82,83,4.
