Experimental Study on the Seismic Behavior of SRHSC Columns

Author:

Zheng Shan Suo1,Tao Qing Lin2,Hu Yi1,Li Lei2,Li Zhi Qiang2

Affiliation:

1. Xi An University of Architecture and Technology

2. Xi’an University of Architecture and Technology

Abstract

Based on the experiments of 4 SRHSC (steel reinforced high strength concrete) column specimens, which were different in concrete strength, axial compression ratio and spacing of hoop reinforcement, this paper investigates the seismic behavior and flexural strength of SRHSC columns under cyclic lateral loading which is controlled by the displacement. According to the date and phenomenon of experiment, adopting existed theory and foreign codes for composite columns, the failure mode, lateral load-deflection relationship, strength and stiffness deterioration, ductility capacity and energy dissipation capacity of SRHSC columns is analyzed.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

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