Experimental and Nonlinear Finite Element Analysis on Seismic Behavior of SRC Column and Steel Beam Planar Frame

Feng Ge Li; Gen Tian Zhao; Feng Yun Li

doi:10.4028/www.scientific.net/AMR.163-167.1495

Paper Titles

The Effect of the Varied Temperature and Humidity on Creep Deflection in Service Stage of Bridges
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Study on the Seismic Behavior of Hollow R.C Shear Wall Model Building with and without Seams
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The Experimental Research of Carbon Fiber Confined Concrete Considering Strain Rate under Uniaxial Compression
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Simulation of the Effect of Solar Radiation on Hardening and Hardened Concrete Wall
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Experimental and Nonlinear Finite Element Analysis on Seismic Behavior of SRC Column and Steel Beam Planar Frame
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Parameter Sensitivity Analysis of Vertical Deflection for Long-Span Continuous Rigid-Frame Bridge
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Numerical Analysis of Lining Temperature Field of Hydraulic Tunnel under the Highway
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Effect of Detailed Formations on the In-Plane Shear Capacity of Hairpin Connectors in Precast RC Floor Slabs
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Long Term Deformation Control of Long-Span Pre-Stressed Concrete Continuous Rigid Frame Bridge with Ballastless Track
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Experimental and Nonlinear Finite Element Analysis on Seismic Behavior of SRC Column and Steel Beam Planar Frame

Abstract:

Based on experiment of two mixed frame with SRC columns and steel beam under low-reversed cyclic loading, hysteresis behavior, ductility, energy dissipation are studied. The test results show that the mixed frame with SRC columns has better seismic performance. The nonlinear finite element analysis on the seismic behavior of the frame specimen was conducted using Openness developed by the Pacific Earthquake Engineering Research (PEER) Center. The calculated results are much coincided with the tested results.