摘要
校验《铁路桥涵极限状态法设计暂行规范》(Q/CR 9300—2014)的适用性,以现行的铁路工程建设通用参考图《时速350 km客运专线铁路圆端形实体桥墩》(通桥(2009)4301—Ⅰ)为例,对墩身截面偏心、强度及稳定性等控制因素进行容许应力法与极限状态法对比分析。对比结果表明两种检算方法的安全储备是一致的,极限状态法规范所拟订的荷载分项系数也是合理、适用的。
This allowable stress method and limit state method are employed to compare and analyze the eccentricity, strength and stability of pier cross-section based on Provisional Specification for Railway Bridge and Culvert Design with Limit State Method （Q/CR 9300--2014）, and the current railway engineering construction common reference drawing Round-end Solid Pier for 350 km/h Passenger Dedicated Railway （2009 4301-- I ）. The results show that the safety margin of the two methods is consistent and the loading partial factor estimated by limit state method is reasonable and applicable.
出处
《铁道标准设计》
北大核心
2016年第9期74-78,共5页
Railway Standard Design
基金
铁道部科技开发计划项目(2009G010-B
2010G001-C)
中国铁路总公司科技研究开发计划重点项目(J2014C004)
关键词
铁路桥墩
容许应力法
极限状态法
桥墩设计
对比分析
Railway pier
Allowable stress method
Limit state method
Pier design
Comparison and analysis
