摘要
介绍了型钢混凝土桥梁结构的承载力计算方法。根据相关的试验与桥梁工程规范的一致性,型钢混凝土桥梁构件的计算宜采用平截面假定的计算方法。根据中和轴位置不同,分三种情况进行了正截面强度计算分析。
This thesis introduce the calculate methods of section steel concrete structure bridge's bearing capacity. According to the relative tests and accordance of bridge construction regulation, the calculation of section steel concrete bridge's structural member should use the horizontal section assumption. According to the difference of the position of neutral axis, three conditions have been divided to explain the calculation analysis.
出处
《山西建筑》
2006年第5期293-294,共2页
Shanxi Architecture
关键词
型钢混凝土
桥梁结构
承载
计算
section steel concrete, bridge construction, bearing capacity, calculation