Multi-ribbed Wall Structure Combination Support Damping Control Energy Consumption Analysis

Multi-ribbed wall structure is a kind of light energy of aseismatic structure system,has the very broad application prospects.In this paper,combined with the tectonic multi-ribbed wall structure characteristic and the energy consumption features of support components,composite applications will support components in the multi-ribbed wall structure,the finite element software IDARC nonlinear seismic response analysis of structures,including dynamic time history analysis,energy dissipation and damage analysis and the analysis of the optimization parameter configuration.The main research content is as follows:1.The multi-ribbed wall structure is established and multi-ribbed wall plate combination support damping control structure,finite element analysis software IDARC two structures for the nonlinear dynamic time history response analysis,compare the two structures under different seismic waves and acceleration amplitude of the maximum horizontal displacement,maximum interlayer displacement Angle and maximum interlaminar shear force and the maximum acceleration response of the floor,discusses the control structure of the damping performance.2.The multi-ribbed wall structure and multi-ribbed wall plate injury to its supporting damping control structure research,discusses the structure of two kinds of beams and columns under seismic action,and the overall situation of damage of floor beams,columns and changing trend of damage along the floor height,compared the structure damage performance of energy consumption.3,Set up a combination support different configuration scheme of multi-ribbed wall panel,optimized configuration scheme design.Through to the vertex horizontal displacement and the the combination support of multi-ribbed wall panel parameters scope.