结构工程师2017，Vol.33Issue(3)：67-72,6.
基于向量式有限元的宏观剪力墙单元开发及应用
Development and Application of Shear Wall Macro-element Based on Vector Form Intrinsic Finite Element
摘要
Abstract
In this paper,a shear-wall macro element (MVLEM) based on the Vector Form Intrinsic Finite Element (VFIFE) is developed in Fortran.The numerical simulation of the low-cycle loading test of the shear wall is carried out by using the constitutive model and the Fischinger spring constitutive model.This method can show the reaction of the nonlinear behavior,hysteretic behavior and pinch performance of shear wall.The calculation of the internal force of the element does not need the element stiffness matrix,which has a great advantage in programming,and the computation efficiency is higher than the traditional finite element program.This method for the calculation of large shear wall structure has engineering value.关键词
向量式有限元/剪力墙/多竖向弹簧模型/刚度矩阵Key words
VFIFE/shear wall/MVLEM/stiffness matrix引用本文复制引用
杜恭榜,章红梅..基于向量式有限元的宏观剪力墙单元开发及应用[J].结构工程师,2017,33(3):67-72,6.基金项目
国家自然科学基金面上项目(51578419),港澳台科技合作专项项目(2012DFH70130) （51578419）
