Different Design Parameters Analysis of Unbonded Precast Reinforced Concrete Frame Structure

Jian Qiang Han; Xiu Yan Fu; Jiang Ming Tang

doi:10.4028/www.scientific.net/AMR.446-449.695

Paper Titles

Experimental Research on Seismic Performance of Cast-In Situ RC Grillage Shear Walls Formed with Heat Preservation Hollow Blocks
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Nonlinear Finite Element Analysis for Compressive Capacity of Interior Constrained Square Concrete-Filled Steel Tube Column
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Influences of Horizontal Strengthened Storey on Foundation Settlement in High-Rise Frame Tube Structure
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Experimental Research on the Durability of PVA Fibers Reinforced Concrete
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Finite Element Analysis of Excavation of Shallow Tunnels under the Existing Road
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Different Design Parameters Analysis of Unbonded...

Different Design Parameters Analysis of Unbonded Precast Reinforced Concrete Frame Structure

Abstract:

This thesis studies deeply the crack development characteristics, failure pattern, hysteresis curve and the displacement ductility of unbonded precast reinforced concrete frame, by analyzing one unbonded precast reinforced concrete frame under low reversed cyclic load test. We build a model using finite element analysis software to the test piece model analysis, the analysis result agree well with the experimental results. So we build finite element analysis models with different design parameters to analysis the impaction for seismic performance. Numerical analysis results can provide a scientific reference for the unbonded precast frame structure design.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

695-698

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.695

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Online since:

January 2012

Authors:

Jian Qiang Han, Xiu Yan Fu, Jiang Ming Tang

Keywords:

Design Parameter, Precast, Reinforced Concrete (RC), Seismic Performance

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References

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