摘要
渡槽是一种重要的结构形式,因此渡槽结构设计的合理性、适用性、经济性和科学性,已成为跨流域调水工程中关键性的问题。针对南水北调中线京石段左岸排水工程预应力渡槽结构,对渡槽钢筋有滑移和无滑移进行建模计算,在工程中具有重要的理论意义和实用价值。
Aqueduct is the pivotal overhead. Therefore the rationality, practicability, economy and scientific quality of the aqueduct structure designing have become an important technique problem. Mid-route of South-North Water Transfer for the left bank of the drainage works prestress aqueduct structure of the aqueduct has reinforced slip and no-slip model calculation, The research possesses important theoretical significance and applied value.
出处
《黑龙江水专学报》
2009年第2期21-22,共2页
Journal of Heilongjiang Hydraulic Engineering College
关键词
渡槽
有滑移
无滑移
预应力
aqueduct
slipping
non-slipping
prestress