Damage Assessment Method of High-Rise Structure Based on Monitoring Data and Numerical Simulation

Jun Teng; Chun Kai He; Jian Hua Chen

doi:10.4028/www.scientific.net/AMR.243-249.5242

Paper Titles

Experimental Study and Finite Element Analysis on Dynamic Property of the Reinforced Concrete Frame-Bent Structure
p.5223

Research on Behavior of Circular Steel Tubes with Different Coating Subjected to Fire Load
p.5227

Study of Fire Behavior of a Profiled Sheet-Ceramsite Concrete Composite Floor
p.5231

Damage Control and Restoration of Tunnel Collapses of Kaohsiung MRT Project
p.5236

Damage Assessment Method of High-Rise Structure Based on Monitoring Data and Numerical Simulation
p.5242

Dynamic Analysis for Collision Between a Plate and Supports Subjected to Instantaneous Protection Structural Loads
p.5250

Topographic Types Influence on the Landslide Movement
p.5258

Analysis of the Disaster Prevention Marking System for Urban Public Building
p.5263

Simplified Method for Horizontal Displacement Calculation of Frames at Elevated Temperature
p.5269

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Damage Assessment Method of High-Rise Structure...

Damage Assessment Method of High-Rise Structure Based on Monitoring Data and Numerical Simulation

Abstract:

Accurately and quickly evaluate the damage of high-rise buildings can effectively reduce economic losses and speed up the reconstruction of the earthquake region. Based on monitoring data and numerical simulation, this paper proposed a method to evaluate the damage of high-rise structures suffered earthquakes. Taking a frame-tube structure as example, the method’s availability is verified. The results can coincide well with the experimental phenomenon and the fuzzy evaluation results based on the monitoring data. This method can accurately and effectively evaluate the general damage degree of high-rise structures post-earthquake.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

5242-5249

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.5242

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Online since:

May 2011

Authors:

Jun Teng, Chun Kai He, Jian Hua Chen

Keywords:

Correction Coefficient, Damage Assessment, High-Rise Structure, Monitoring Data, Numerical Simulation

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