Analysis in Seismic Behaviors of the Masonry-Concrete Shear Wall

Ke Li; Guo Ping Chen; Lan Tang

doi:10.4028/www.scientific.net/AMR.163-167.1928

Paper Titles

Experimental Study on Structural Performance of a Novel Integral Noise Barrier for Urban Rail Transit
p.1905

Finite Element Analysis of Ultimate Load-Carrying Capacity of CFST-CSW Arches
p.1910

Applicability Study on Method of Stability Analysis for Suspendome Structures
p.1916

Influences of Sag-to-Span Ratio and Pre-Stress of Cable on the New Hybrid Structure Composed of Truss Strings and Shell
p.1924

Analysis in Seismic Behaviors of the Masonry-Concrete Shear Wall
p.1928

Numerical Analysis of Post-Tensioned Coupled Wall
p.1935

Multi-Tower Effect Analysis of Long-Span Suspension Bridge
p.1940

Stress Distribution Regularity Analysis of Ring Plate of Concrete Filled Steel Tube Connections with Exterior Diaphragms
p.1945

Preparation and Characteristic of PSMA/EG Composite Materials
p.1951

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Analysis in Seismic Behaviors of the...

Analysis in Seismic Behaviors of the Masonry-Concrete Shear Wall

Abstract:

The masonry-concrete shear wall is a kind of new composite structure developed from the masonry wall, and the seismic behavior of it is better than the traditional one. The article used ANSYS to do the time history analysis for the traditional masonry wall and masonry-concrete shear wall with different characteristic stiffness coefficients, different installation modes of shear walls.The calculation data not only proved researches in reasonable value of characteristic stiffness coefficients, but also about the effects in the seismic ability of different masonry-concrete shear walls installation modes.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

1928-1934

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.1928

Citation:

Cite this paper

Online since:

December 2010

Authors:

Ke Li, Guo Ping Chen, Lan Tang

Keywords:

ANSYS, Characteristic Stiffness Coefficient, Masonry-Concrete Shear Wall, Time History Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Xiaowang Gao，Wei Xiao，He Li：Engineering Mechanics（1997, In Chinese）.

Google Scholar

[2] Wanzhao Wang, Xiufeng Yang, Wei Zhou: Architectural Science(1996, In Chinese）.

Google Scholar

[3] Xiaowang Gao, Gang Meng, Xiaofu Zhou: Architectural Science(1996, In Chinese）.

Google Scholar

[4] Yigang Sun, Jin Zhou: industrial architecture(2005, In Chinese).

Google Scholar

[5] Xinlin Lv，Guofang Jin，Xiaohan Wu：Nonlinear finite element theory and application in Reinforced concrete structure，Tongji university Press（1997，In Chinese）.

Google Scholar

[6] GB50009-2001，architectural structure loading standard, China Architecture and Building Press, Beijing, (2002, In Chinese).

Google Scholar

[7] GB50011-2001，architecture seismic design standard，China Architecture and Building Press, Beijing, (2001, In Chinese).

Google Scholar