Numerical Simulation of Prefabricated Frame-Shear Wall Structure with Keyway Connection of the Column to Wall under Unidirectional Horizontal Load

Wei Jian Zhao; Ye Nan Guo; Jia Xin Tong; Shen Ming Yuan

doi:10.4028/www.scientific.net/AMM.578-579.417

Paper Titles

Preliminary Study on the Effect of Loading Rate on Bond Property between Corroded Concrete and Steel Bar
p.396

Study on Dynamic Calculation Method of Anti-Slide Pile
p.402

Finite Element Method of Corner Joints in Steel-Framed Structures under Fire Conditions
p.407

Influence of High Mode Effects on Ductility Reduction Factors for MDOF Shear-Type Structures
p.412

Numerical Simulation of Prefabricated Frame-Shear Wall Structure with Keyway Connection of the Column to Wall under Unidirectional Horizontal Load
p.417

Research on Connection Method and Mechanical Performance of Column-Wall Subassembly without Keyway under the One-way Horizontal Load in Precast Frame-Shearwall Structure
p.422

Wind Tunnel Test on Wind-Induced Aerodynamic Force of Transmission Tower
p.427

Wind-Induced Dynamic Analysis of Rung-Shape Long-Span Tensile Cable Membrane Structure
p.432

An Experimental Evaluation of Development Length of Reinforcements Embedded in Geopolymer Concrete
p.441

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Numerical Simulation of Prefabricated Frame-Shear...

Numerical Simulation of Prefabricated Frame-Shear Wall Structure with Keyway Connection of the Column to Wall under Unidirectional Horizontal Load

Abstract:

To study on the property of the column to wall connection in the prefabricated frame-shear wall structure, these four connection ways are introduced in the article, which are U-shaped ,double straight ,chain buckle, double straight vertical U-shaped bar splicing. Using ABAQUS to simulate, comparing results of four connection ways with the cast-in-situ concrete structure. The results show that mechanical properties of four prefabricated structures are similar to the cast-in-situ structure, but the maximum bearing capacities are reduced.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

417-421

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.417

Citation:

Cite this paper

Online since:

July 2014

Authors:

Wei Jian Zhao, Ye Nan Guo, Jia Xin Tong, Shen Ming Yuan

Keywords:

Column to Wall Connection, Finite Element Method (FEM), Frame-Shear Wall Structure, Keyway, Prefabricated

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] T. Chen, H.Q. Guo, T. Ma, etc.: Building Structures, Vol. 41 (2011), p.26 (in Chinese).

Google Scholar

[2] J.R. Qian, Y.Y. Peng, H. Qin, etc.: Building Structures, Vol. 41 (2011), p.7 (in Chinese).

Google Scholar

[3] X.L. Lu, L. Fan, B. Zhao: Journal of Building Structures, Vol. 29 (2008), p.58 (in Chinese).

Google Scholar

[4] T. Kabeyasawa, H. Shiohara, S. Otanl, H Aoyama. The Faculty of Eng. Vol. 37, (1983), p.432.

Google Scholar

[5] J.J. Jing, X. Zh. Lu, L.P. Ye, in: Finite Element Analysis of Concrete Structure, edited by Tsinghua University Press, Beijing (2005), (in Chinese).

Google Scholar