The Present Situation of Rural Housing and the Seismic Performance Analysis

Han Li

doi:10.4028/www.scientific.net/AMM.580-583.1486

Paper Titles

Shaking Table Test of Reinforced Concrete Frame-Wall Model
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Analysis on Self-Centering Capacity of Prefabricated Frame Joints
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The Effect of Damping on Seismic Performance of Steel Frame
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The Influence Analysis of Mechanical Behavior between Pile and Soil on End Bearing Pile Foundation’s Dynamic Characteristic
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The Present Situation of Rural Housing and the Seismic Performance Analysis
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Geotechnical Seismic Isolation System - Further Experimental Study
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Seismic Response Analysis of Deep Water Bridges with Pile Group Foundations
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Analysis of Strong Ground Motion Characterization in the 2013 Lushan Earthquake
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Development and Prospect of China's Bridge Seismic Bearing
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583The Present Situation of Rural Housing and the...

The Present Situation of Rural Housing and the Seismic Performance Analysis

Abstract:

In recent years, the security of rural building has attracted more and more attention. The analysis of the existing problems of rural building summarized the distribution of dangerous points, and the use of finite element analysis method was carried out on the typical farmhouse seismic time history analysis to find out seismic weak places in the masonry structure buildings. Then the study also shows that the system with ring beam and structural concrete column has good reinforcement effect. This study plays an important role in improving the rural housing construction measures and the seismic performance of the building.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

1486-1489

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.1486

Citation:

Cite this paper

Online since:

July 2014

Authors:

Han Li

Keywords:

Dangerous Point, Masonry Structure, Security, Seismic Time History Analysis, System with Ring Beam and Structural Concrete Column, Typical Masonry Building

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References

[1] Chuanzhi Xu. Numerical Simulation under Reinforcing Masonry Building of Menhanical Seismic Action Based[D]. Hebei United University, 2012. (In Chinese).

Google Scholar

[2] Jinpeng Yao, Chang Peng. Seismic Analysis of Engineering Structure[M]. Beijing: Tsinghua Univer- sity Press, Beijing Jiaotong University Press, 2012. (In Chinese).

Google Scholar

[3] Yingmin Li, Han Jun, Liu Liping. Application of ANSYS to Finite Element Analysis for Nonlinear Masonry Structures[J]. Journal of Chongqing Jianzhu University. 2006, 28(5): 90-96. (In Chinese).

Google Scholar

[4] China Academy of BuildingResearch. GB50011-2010, Code for Seismic Design of Buildings. Beijing: China Architecture &Building Press, 2010. (In Chinese).

Google Scholar

[5] Xinmin Wang. ANASYS Numerical Analysis of Engineering Structure[M]. China Communications Press, 2007. (In Chinese).

Google Scholar

[6] Ke Xu. Analysis of Some Types of Structural Damages in Wenchuan Earthquake[J]. Earthquake Resistant Engineering and Retrofitting, 2009, 30(6): 19-23. (In Chinese).

Google Scholar