城市建筑Issue(18)：80-80,84,2.
型钢截面形式对型钢高强混凝土柱抗震性能的影响
The Influence of Steel Section in the Seismic Performance of Steel Reinforced High-strength Concrete Columns
摘要
Abstract
In this paper, the ANSYS software is used for numerical simulation, and respectively compares the influence of three kinds of steel section form and three axial compres-sion ratios in the ductility and dissipation capacity of steel reinforced high-strength concrete columns. Those calculations demonstrate that the axial compression ratio is smal er, duc-tility factor is bigger, the seismic performance is bet er.关键词
型钢高强混凝土柱/轴压比/延性系数/承载力Key words
steel reinforced high-strength concrete columns/axial compression ratio/ductility factor/bearing capacity引用本文复制引用
彭燕,熊红喜..型钢截面形式对型钢高强混凝土柱抗震性能的影响[J].城市建筑,2014,(18):80-80,84,2.
