Influence of the Opening’s Position on Seismic Performance of Autoclaved Aerated Concrete Composite Wall with Core Columns

Hui Ge Wu; Ji Hua Chen; Jie Gu

doi:10.4028/www.scientific.net/AMR.446-449.767

Paper Titles

A Concise Finite Element Model for the Analysis of Simple Wire Strand with a Broken Helical Wire
p.745

Analysis of the Seismic Response of Long-Span Tube Shell Structures under Multi-Support Excitations
p.751

A Model for Predicting the Carbonation Depth of SCC with Massive Fly Ash in the Loading State
p.756

New Rock Burst Prediction Method
p.762

Influence of the Opening’s Position on Seismic Performance of Autoclaved Aerated Concrete Composite Wall with Core Columns
p.767

Comparison of Mechanical Properties between Grid Frame Core-Tube Structure and Tube Structure
p.771

Joint Construction of Assembled Integrally Floor
p.775

Determination of Fatigue Load for Light Rail Support of Caiyuanba Yangtze Bridge in Chongqing
p.780

Creep Properties of ASTM A992 Steel at Elevated Temperatures
p.786

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Influence of the Opening’s Position on Seismic...

Influence of the Opening’s Position on Seismic Performance of Autoclaved Aerated Concrete Composite Wall with Core Columns

Abstract:

To study the seismic performance of autoclaved aerated concrete (AAC) block masonry composite wall with reinforced concrete (RC) columns, a non-linear finite element analysis has been carried out for the walls with openings using the finite element software ABAQUS. First results of finite element analysis were verified with experiment results of full-scale specimen. And then the effect of the opening’s position on seismic performance was studied with finite element analysis. The result indicates that the ultimate load capacity and ultimate displacement are both increased with the upward and outward movement of the openings.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

767-770

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.767

Citation:

Cite this paper

Online since:

January 2012

Authors:

Hui Ge Wu, Ji Hua Chen, Jie Gu

Keywords:

ABAQUS, Autoclaved Aerated Concrete (AAC), Composite Wall, Core Column, Finite Element Analysis (FEA), Seismic Performance

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Wenfu Yang, Lu Gao, Lianyu Gao: New Building Materials,Vol.2(2007),pp.22-26(In Chinese)

Google Scholar

[2] Shuming Tian:Study on static behavior and aseismic performance of autoclaved aerated concrete(AAC)block bearing walls( Tian jin University, Tian jin 2004).

Google Scholar

[3] Jinghai Yu,Wei Wang,Shuming Tian,et al: Low Temperature Architecture Technology, Vol.5 (2007), pp.53-55

Google Scholar

[4] Feng Xie,Jinghai Yu,Xiao-xiang Chen:Low Temperature Architecture Technology,Vol.8(2009), pp.72-74

Google Scholar

[5] Quanbin Zhao:Experimental research on the improvement of seismic behavior of load bearing masonry made of autoclaved aerated concrete(Tian jin University, Tian jin2006).

Google Scholar

[6] Huige Wu:Research on the Seismic Behavior of Autoclaved Aerated Concrete Block Bearing-wall with Core Columns(Beijing University of Technology, Beijing2011).

Google Scholar