摘要
利用对比性模型试验探讨铰接变刚度地下连续墙对其内力的影响，分析了该类墙体内力计算中存在的问题。
The effect of the change rigidity diaphragm wall with hinge joints on its internal forces is investigated based on the model testing results. This paper indicates the adaptability of the currently available calculation method and questions in calculating the internal forces of the diaphragm walls. Meanwhile, the correction method of the internal force calculation is proposed.
出处
《天津大学学报》
EI
CAS
CSCD
1996年第5期679-685,共7页
Journal of Tianjin University(Science and Technology)
关键词
地下连续墙
刚度
铰接变刚度墙
挡土墙
diaphragm wall, rigidity, bending moment, hinge constraint, free edge of wall
