摘要
针对湖北省洪湖市的波纹钢板桥涵工程,考虑波纹钢板桥涵与土共同作用,对其进行了弹性稳定数值研究。研究结果表明:该结构具有较高的稳定系数,满足设计要求,对同类型结构设计具有一定的参考价值。
Based on the Corrugated Steel Bridge and Culvert Structure（CSBCS） of Honghu city Hubei province, considering the interaction between Corrugated Steel Bridge and Culvert Structure and soil, stability numerical analysis of Corrugated Steel Bridge and Culvert Structure is finished. The analysis shows that the CSBCS has reasonable stability coefficient and meets with the demands of design, so this CSBCS has some value for the same structure.
出处
《山西建筑》
2008年第36期325-327,共3页
Shanxi Architecture
关键词
波纹钢板桥涵
弹性稳定
数值分析
Corrugated Steel Bridge and Culvert Structure, elastic stability, numerical analysis
