摘要
本文对某船闸的大型人字闸门进行了理论分析和抗扭性能试验研究，得到了其在启闭状态下的变形及应力分布规律，给出了门体各主要构件抗扭能力特征的定量定性分析成果，理论分析与试验研究的成果吻合较好．
In this paper the theortical analyses and experimental studies on miter gates of large lock. The results obtained are presented are checked with the field test and the agreement are quite satisfactory. The distribution of deformation and stress of miter gates are acquires. The quantitative and qualitative analyses of the resistnce to torsion of the primary elements in the gate leaf are presented. The intrinsic characteristics of the atress increases in the vicinity if top and bottom pivots and in the zones near joints between the side column and diagonals are obtained.
出处
《水利学报》
EI
CSCD
北大核心
1995年第3期40-45,共6页
Journal of Hydraulic Engineering
