Seismic Performance Research of Connections of Prefabricated Wall and Beam In-Plane

Xian Hong Meng; Pei Yan Cheng

doi:10.4028/www.scientific.net/AMM.638-640.1858

Paper Titles

Seismic Analysis of Joints of New Precast Concrete Shear Wall Beam Structures
p.1838

Seismic Damage Predictions and Antiseismic Performance Researches of Single-Story Brick Column Workshops in Lushan Ms7.0 Earthquake
p.1842

Seismic Fragility Analysis of Hill Buildings with Uneven Ground Column Heights
p.1848

Seismic Performance Evaluation of Buildings in Taiwan
p.1854

Seismic Performance Research of Connections of Prefabricated Wall and Beam In-Plane
p.1858

Seismic Response Analysis of the Fault Fracture Zones with Saturated Soil under Incident SV Waves
p.1863

Stability Analysis Research of Modified CD-Newmark Numerical Integral Method in Seismic Pseudo-Dynamic Test
p.1869

Study on a New Seismic Isolation System Based on Dynamic Test
p.1873

Study on Relationship between Gravity Field and Earthquake in Eastern Margin of Tibetan Plateau
p.1880

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Seismic Performance Research of Connections of...

Seismic Performance Research of Connections of Prefabricated Wall and Beam In-Plane

Abstract:

The paper introduces a method for connecting fabricated shear wall with beam in a plane by sleeve, and uses the finite element software to analyze and compare the seismic performance of precast wall beams node and cast wall beam node. It concluded:Seismic performance of prefabricated wall beam node and cast wall beam node are basically the same , while the prefabricated wall beam node has higher strength, which indicates that the connection of precast specimen is reliable. However, before putting it into practical, application, further study on it is still necessary.

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Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

1858-1862

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.1858

Citation:

Cite this paper

Online since:

September 2014

Authors:

Xian Hong Meng, Pei Yan Cheng*

Keywords:

Fabricated Structure, Prefabricated Wall Beam Node, Seismic Performance

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* - Corresponding Author

References

[1] Kurama Y C, Shen Qiang. Posttensioned hybrid coupled walls under lateral loads [J]. Journal of Structural Engineering, 2004, 130(2): 297-309.

DOI: 10.1061/(asce)0733-9445(2004)130:2(297)

Google Scholar

[2] Kurama Y C, Shen Q. Seismic design and response evaluation of unbonded post-tensioned hybrid coupled wall Structures [J]. Earthquake Engineering ＆ Structural Dynamics, 2008, 37(14): 1677-1702.

DOI: 10.1002/eqe.852

Google Scholar

[3] Zhangfeng Zhu, Zhengxing Guo, Experimental study on seismic behavior of precast concrete shear wall structure node [J]. Journal of Civil Engineering, 2012, 45(1)：69-76.

DOI: 10.1109/icetce.2011.5776414

Google Scholar

[4] Chinese Academy of Building Research. Code for design of concrete structure (GB50010—2010)[S]. Beijing, China Building Industry Press, (2011).

Google Scholar