Research on Performance of Precast Two-Way Hollow Slab Shear Wall with Cast-In Situ Boundary Elements

Hui Chen Cui; Ji Liang Liu; Ming Jin Chu

doi:10.4028/www.scientific.net/AMM.477-478.655

Paper Titles

Analysis on Vertical Swivel Construction of Cable-Stayed Bridge with Steel Arch Pylon
p.635

Redistribution of Internal Force under Structural Defect and Non-Linear Spatial Stability under Live Load and Wind of Tied-Arch Bridge
p.640

The Adhesion Experimental Study on the PESB
p.646

Based on ANSYS Buckling-Restrained Brace Frame Structure Shock Absorption Analysis
p.651

Research on Performance of Precast Two-Way Hollow Slab Shear Wall with Cast-In Situ Boundary Elements
p.655

Theoretical and Experimental Research on Joint Slippage Effects of Lattice Angle Steel Tower
p.660

A Iterative Computation Method for Main Cable Shape Calculation of Self-Anchored Suspension Bridge
p.666

Storey-Adding and Strengthening Design for A Reinforced Concrete Frame Structure
p.671

Jacking Technology for a Simply Supported Girder Bridge
p.675

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 477-478Research on Performance of Precast Two-Way Hollow...

Research on Performance of Precast Two-Way Hollow Slab Shear Wall with Cast-In Situ Boundary Elements

Abstract:

Low cyclic loading tests were carried out for one precast two-way hollow slab shear wall with cast-in-situ boundary elements and one RC shear wall. The seismic performance of precast two-way hollow slab shear wall was analyzed. The test results indicated that macroscopic vertical cracks appeared along precast slab vertical holes of precast two-way hollow slab shear wall. The failure characteristics of the precast two-way hollow slab shear wall were significantly different from that of the reinforced concrete shear wall. Shear failure could be avoided and seismic performance of the new type shear wall was good.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 477-478)

Pages:

655-659

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.477-478.655

Citation:

Cite this paper

Online since:

December 2013

Authors:

Hui Chen Cui, Ji Liang Liu, Ming Jin Chu

Keywords:

Housing Industrialization, Mechanical Performance, Precast Concrete Shear Wall, Precast Two-Way Hollow Slab

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Linfeng Wen. Accelerating the Housing Industrialization and Improving the Quality of Ensuring Housing[J]. Housing Industry, 2012. 12: 28-31(In Chinese).

Google Scholar

[2] Huiqin Hu. Development and Prospect of Industrial Production Technology for Public Housing in Japan[J]. Architectural Journal, 2012(4): 31-32 (In Chinese).

Google Scholar

[3] Dun Wang, Xilin Lv. Progress of Study on Seismic Performance of Precast Concrete Shear Wall Systems[J]. Structural Engineers, 2010, 26(6): 128-133(In Chinese).

Google Scholar

[4] Weijing Zhang, Tao Meng, Jiaru Qian. Tests on Seismic Behavior of Single Piece Prefabricated Concrete Hollow-core Shear Wall Specimens[J]. Building Structure, 2010, 40(6): 76-80(In Chinese).

Google Scholar

[5] Zijun Wang, Weiqing Liu, Yanhua Ye. Experimental Study on Seismic Behavior of Reinforced Concrete Composite Shear Wall with Opening[J]. Journal of Building Structures, 2012, 33 (7): 156-163 (Is Chinese).

Google Scholar

[6] JCJ101-9 Specification of Testing Methods for Earthquake Resistant Building[S]. PR China: Ministry of Construction; (1997).

Google Scholar

[7] Peixin Zhang. Seismic Nonlinear Analysis of Reinforced Concrete Structure[M]. Beijing: Science Press, 2003(In Chinese).

Google Scholar