摘要
应用线弹性、粘弹性有限元数值计算方法,以空间多个测点的观测资料为依据,引入测点坐标建立三峡泄洪2#坝段空间位移场的确定性模型。该模型可以动态监测泄洪2#坝段在任一组荷载下的位移场,以此分析和评价大坝变形性态。
Based on the observed date of the measuring points by use of linear elastic and viscoelastic FEM and through introduction of the coordinates of the measuring points,a deterministic temporal and spatial distribution model of displacement field is built for section 2 of the flood discharge dam of the Three Gorges Project.This model can be used to dynamically monitor the displacement field of the section 2 under any set of loads so as to analyse the dam deformation characteristics.
出处
《水利水电科技进展》
CSCD
1998年第6期24-27,40,共5页
Advances in Science and Technology of Water Resources
关键词
泄洪坝段
位移场
时空分布模型
监测
flood discharge dam
displacement field
temporal and spatial distribution model
FEM
Three Gorges Project