Research on the Seismic Performance of Brick-Concrete Structural Buildings in Indonesian Rural Areas

Mei Ling Huang; Zhao Yu Fu; En He Bao

doi:10.4028/www.scientific.net/AMR.1065-1069.1525

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Research on the Seismic Performance of...

Research on the Seismic Performance of Brick-Concrete Structural Buildings in Indonesian Rural Areas

Abstract:

By investigating on rural housing construction in Djetis county, a region of Java Island Banjul, Indonesia, modeling according to their different weight of roofs and other factories, and combining with 3D seismic wave that was gotten by American EL Centro-seismic wave amplitude modulation to analyze by the finite element, it is shown that the larger quality of roof and the greater the displacement of itself each part, the bigger influence of structure and the easier causes damage. Maximal displacement produced by out-of-plane is larger than maximal displacement produced by in the plane, so the out-of-plain damage is the main cause of structure damage. In addition, based on the finite element analysis, precaution against earthquake measures of limiting to widen the top roof truss girder cross section and setting continuous wall between coupling beam are presented.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1525-1529

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1525

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Online since:

December 2014

Authors:

Mei Ling Huang*, Zhao Yu Fu, En He Bao

Keywords:

3D Seismic Wave, Brick Structure, Out-of-Plane Damage, Precaution against Earthquake Measures

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* - Corresponding Author

References

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