摘要
本文用三维有限元法,分析、探讨了在自重、静水压力、温降荷载作用下,不同地基弹 模对拱坝坝体工作性态的影响.
This paper, using the 3D FEM, analysed and studied the influence of different foundation elasticity moduli on the working behavior of the arch dam body, under the action of combined loading of gravity, hydrostatic water pressure and temperature drop.
出处
《福州大学学报(自然科学版)》
CAS
CSCD
1990年第4期90-93,共4页
Journal of Fuzhou University(Natural Science Edition)
关键词
工作性态
地基弹模
拱坝
有限元
foundation elasticity modulus
arch dam
3D FEM