摘要
讨论了桥梁高桥墩的截面形式,对工程中常用阶梯形高墩,依据结构稳定理论推导了常用支承情况下阶梯变截面墩柱的稳定方程,介绍了方程求解方法及求解中应注意的问题,可供设计部门参考。
The types of cross section of high piers of bridge are discussed. According to step type high pier commonly encountered as well as theory of structural stability the stability equation of step type piers with variable cross-section under normal supporting conditions is derived, at the same time questions deserving attention in solution procedure are pointed out, in order to provide references for designers.
出处
《山西建筑》
2007年第35期14-15,共2页
Shanxi Architecture
关键词
阶梯形
变截面
高墩
稳定性计算
step type, variable cross-section, high pier, stability calculation
