Seismic Behavior of Partially Encased Concrete Composite Columns

Gen Tian Zhao; Qiu Wen Hu

doi:10.4028/www.scientific.net/AMM.777.190

Paper Titles

Experimental and Numerical Analysis on the Bonding Performance of GFRP Bolts
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Numerical Simulation of Z-Shaped Column Joints in RC Frame Based on Damage Plasticity Model
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Prospects of Seismic Upgrading a Weak R.C. School Building Using Light Gauge Steel Walls
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Research on Shear Bearing Capacity and Sliding Performance of Modified Mortar Isolation Sliding Layer for Rural Construction
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Seismic Behavior of Partially Encased Concrete Composite Columns
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Test & Research on the Shearing Strength of the Continuous Seams in the Mortar-Less Fabricated Block & Masonry
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Development and Prospects of the Shapes of Concrete Hollow Block for Building Wall
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 777Seismic Behavior of Partially Encased Concrete...

Seismic Behavior of Partially Encased Concrete Composite Columns

Abstract:

In order to learn seismic behavior of partially encased concrete composite columns, experimental study on five H steel partially encased concrete composite columns was carried out under low cyclic loading. The main parameters were the axial compression ratio, steel ratio, shear span ratio. The test results show that deformation ability decreases as axial compression ratio increases; and as steel ratio increases, horizontal bearing capacity and deformation ability increases.

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Periodical:

Applied Mechanics and Materials (Volume 777)

Pages:

190-193

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.777.190

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Online since:

July 2015

Authors:

Gen Tian Zhao*, Qiu Wen Hu

Keywords:

Composite Column, Partially Encased Concrete, Seismic Behavior, Steel Ratio

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