Comparative Study on Seismic Performance of Steel Building & Composite Building with CFT & CFST Column

Selvan V
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Abstract

In this paper a comparative study is done on Steel building & Composite building with CFT, CFT with stiffeners, CFDST Hollow & CFDST column. Seismic Analysis of (B+G+9) building is done in both Equivalent Static method & Response Spectrum method using ETABS software & Optimum Composite column is obtained from Parameter 1 (Steel Ratio, Buckling Load, Plastic Resistance, H/T Ratio), Parameter 2 (Displacement, Story Drift, Base Shear, Overturning Moment, Story Stiffness), Parameter3 (Moment of Inertia, C/S Area, Total Weight, Total Tonnage).
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钢结构建筑与CFT & CFST柱组合建筑抗震性能比较研究
本文对钢结构建筑与复合结构建筑、加筋钢结构建筑、CFDST空心结构与CFDST柱结构进行了对比研究。采用ETABS软件,采用等效静力法和反应谱法对(B+G+9)建筑进行了地震分析,并从参数1(钢比、屈曲载荷、塑性阻力、H/T比)、参数2(位移、层间位移、基底剪力、倾覆力矩、层间刚度)、参数3(惯性矩、C/S面积、总重、总吨位)中获得最佳组合柱。
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