Study on Shear Bearing Capacity of Composite Reinforced Concrete Block Masnory

Ying Jie Zhu; Lan Li; Wen Hui Yang

doi:10.4028/www.scientific.net/AMM.94-96.1141

Paper Titles

Vibration Control Analysis of High-Rise Cantilevered Floors under Pedestrian Walking Loads
p.1110

The Study on Neutral Axis of Concrete Filled Steel Tube Component with Round Section
p.1115

Damage Detection and Quantification of Circular Arch Structures Based on Strain Mode Data
p.1120

The Triple-Shear Unified Yield Criterion and its Applications
p.1129

Study on Shear Bearing Capacity of Composite Reinforced Concrete Block Masnory
p.1141

Research on Hydraulic Conductivity of Coarse Sandstone under Triaxial Compression
p.1146

The Bearing and Earthquake Resistance Analysis of Aeroconcrete Wall
p.1152

The Study on a New Loads Calculation Method of Multi-Arch and Extra Large Cross Section Tunnels
p.1159

The Failure Mechanism Research of Jointed Rock Mass Slope
p.1166

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Study on Shear Bearing Capacity of Composite...

Study on Shear Bearing Capacity of Composite Reinforced Concrete Block Masnory

Abstract:

constructional column- core column ; Combination of reinforcement concrete block wall; Hysteresis curve; Ductility; Height-width ratio Abstract: The two groups of constructional column- core column composite of reinforced concrete block masonry wall under low cyclic test is made, considering the different height-width ratio, open hole and don't open hole, the setting of the horizontal reinforcing steel bar and reinforced such as the effect not set level parameters on the wall the failure process and failure pattern, hysteresis characteristics, bearing capacity, ductility, skeleton curves, the viscous damping coefficient, stiffness and steel strain change the properties including the influence law. Test results show that this wall system has better seismic performance.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

1141-1145

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.1141

Citation:

Cite this paper

Online since:

September 2011

Authors:

Ying Jie Zhu, Lan Li, Wen Hui Yang

Keywords:

Combination of Reinforcement Concrete Block Wall, Constructional Column-Core Column, Ductility, Height-Width Ratio, Hysteresis Curve

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] DanHao, XingchangZhang, LixinLiu. Test research of concrete porous brick masonry shear strength. New Building Materials. 2007,9:31-33 (In Chinese)

Google Scholar

[2] Xiyuan Zhou , Wanju Li, Hongyu Zhou. Experimental study on seismic performance of concrete small block wall with structureal columne constrainted. Journal of Civil Engineering, 2006,39 (8) : 42-46.(In Chinese)

Google Scholar

[3] YubinTian, DaixinTang. test research. Experimental study on seismic performance of Reinforcement coupling beam of concrete-block masonry shear wall. Journal of Building Structures, 2002, (4) : 42-47 (In Chinese)

Google Scholar

[4] MaolanYan, YongzhaoGao, WeinaWu. Seismic behavior of Block building seting reinforced concrete structueral columne. Building Block and Block Building, 2002 (1) : 28-31 (In Chinese)

Google Scholar

[5] WeiliangJin etc. Testing study on performance of different structural measures in concrete hollow block wall resisted lateral force. Journal of Building Structures, 2001 (12) : 64 ~ 72 (In Chinese)

Google Scholar