The Seismic Performance Test of Precast Prestressed Shear Wall

Ri Rong Fu; Zhi Chun Liu; Qi Lin Yin; Kun Su

doi:10.4028/www.scientific.net/AMM.204-208.2559

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Seismic Behavior Analysis of Bank Intake Tower Structure
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Seismic Design and Safety Evaluation Analysis of Reinforced Slope with Geogrid in 200m High Core Rock-Fill Dams
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Seismic Damage Analysis for Multi-Story Masonry Building with R. C. Frames on Ground Floor
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The Seismic Performance Test of Precast Prestressed Shear Wall
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Seismic Response Analysis of Pile-Soil Interaction in Super High-Rise Building
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Ambient Vibration Test on Earthquake Damaged R/C Building Structures
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208The Seismic Performance Test of Precast...

The Seismic Performance Test of Precast Prestressed Shear Wall

Abstract:

This paper describes the multilayer and high-rise structure of the precast prestressed shear wall, we made one shape T shape and linked limb shear wall specimens as the objects, we also made comparision with cast-in-place shear wall, the specimens were tested under high frequency and reciprocating horizontal load. And it is analyzed in yield load, bearing capacity, stiffness degradation, energy dissipation as well as ductility conditions by test data. The result shows that Wall’s damage concentrated in roots near the connection, where is the weak area of the precast prestressed concrete straight shear wall, and the wall show characteristic bending failure.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

2559-2562

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.2559

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Online since:

October 2012

Authors:

Ri Rong Fu, Zhi Chun Liu, Qi Lin Yin, Kun Su*

Keywords:

Axial Compression Ratio, Cast-In-Place, Concrete, Reinforced, Seismic Behavior, Structure

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* - Corresponding Author

References

[1] Zhang Jun, Hou Haiquan, Dong Niancai, Gong Junjie, Guo Zhengxing. The prefabricated assembly integral shear wall residential structure design and its application [J]. Construction technology, 2009 (5): 22-24.

Google Scholar

[2] Willem van Zyverden, Richard Sause. Horizontal Connection for Precast Concrete Shear Walls Subjected to Cyclic Deformations[J]. PCI Journal, 1995(4) : 78-96.

DOI: 10.15554/pcij.07011995.78.96

Google Scholar

[3] Zhang Zhaohui ANSYS entry and improve engineering application examples [M ]. Tsinghua University press, 2004. 10.

Google Scholar

[4] T Koncz. Manual of precast concrete construction Vol. 1: Principles, roof and floor units-wall panels[S]. Bauverlag GmbH, (1967).

Google Scholar