Simulation Research on the Member Removal Method of the Typical Construction in Collapse Accident

Xin Chen

doi:10.4028/www.scientific.net/AMM.166-169.2658

Paper Titles

Types of Hidden Safety Trouble for Existing Buildings in Shanghai and Solving Measures
p.2637

Research on Urban Storm Flood Processes under Two Measures: Detention Pond and Retention Pond
p.2643

The Analysis of Influencing Factors on the Number of Storms
p.2649

Study on the Techniques of Responders Dealing with Hazardouse Materials Accidents
p.2654

Simulation Research on the Member Removal Method of the Typical Construction in Collapse Accident
p.2658

Landslide Hazard Divisions of Shaanxi Province
p.2663

The Causes of Geological Disasters in Chongqing Expressway Mechanism and Treatment Research
p.2669

Studied on Establishing Urban-Rural Disaster Prevention System
p.2676

Study on Construction Risk Analysis and Risk Counter-Measures of River-Crossing Tunnel of Large-Diameter Metro
p.2680

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Simulation Research on the Member Removal Method...

Simulation Research on the Member Removal Method of the Typical Construction in Collapse Accident

Abstract:

Component removal method is usually taken to open up relief channel. It is necessary to make a research on the feasibility of removing and make an analysis on some problems. This paper summarized the typical collapsed buildings and the typical rescue technique used in Wenchuan earthquake. The numerical model of typical buildings collapsed was gotten . Based on the characteristics of the application of removing technique, a numerical analysis was made. The results show that the angle between the component and ground should not be changed. The direction in which the components are lifted should be in a moderate direction with other lap components .Try best to make its contact area produce some friction force.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

2658-2662

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2658

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Online since:

May 2012

Authors:

Xin Chen

Keywords:

Member Removal Method, Model of the Ruins, Numerical Simulation, Progressive Collapse, Rescue

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References

[1] Bofeng Gao , Huijian Li, liyun Su, Damage identification of interceptive tower structure based on the dynamic response information distribution(in Chinese), in: Journal of North University of China, Natural Science, 2009, pp.179-183.

Google Scholar

[2] Bofeng Gao , Huijian Li, Yanxia Liu, Damage Identification of Mutation Place of Lattice Tower Stiffness(in Chinese), in: Journal of Basic Science and Engineering, 2009, pp.309-317.

Google Scholar