容许应力法与极限状态法铁路桥墩设计对比分析
发布时间：2018-10-12 15:24
【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。
[Abstract]:Check the applicability of the interim Code for the Design of the limit State method of Railway Bridges and culverts (Q/CR 9300-2014). Take the current general reference diagram of railway construction < 350 km per hour passenger dedicated line railway round end shaped solid pier > (Tongqiao (2009) 4301- 鈪，
本文编号：2266637
[Abstract]:Check the applicability of the interim Code for the Design of the limit State method of Railway Bridges and culverts (Q/CR 9300-2014). Take the current general reference diagram of railway construction < 350 km per hour passenger dedicated line railway round end shaped solid pier > (Tongqiao (2009) 4301- 鈪，
本文编号：2266637
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