Research on Simplified RC Frame Column Model under Blast Load

Xing Guo Wang; Nan Ge; Cui Min Wang; You Po Su

doi:10.4028/www.scientific.net/AMR.163-167.4346

Paper Titles

Study on the Method of Structural Seismic Performance Evaluation Based on the Damage Spectra
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Seismic Performance Evaluation of SRC Frames Based on Incremental Dynamic Analysis
p.4331

Nonlinear Numerical Simulation of Shaking Table Tests of a RC Frame-Shear Wall Model
p.4336

Research on Seismic Isolation Properties for DFPS System
p.4342

Research on Simplified RC Frame Column Model under Blast Load
p.4346

Evaluation of Intensity Measures for Pulse-Like Ground Motions
p.4350

Probability Distribution Analysis of Structural Response under Non-Gaussian Wind Loads
p.4356

Analysis of Dynamic Response of High Rockfill Embankment under Seismic Loads
p.4363

A New Type of Hybrid-Passive-Damper
p.4367

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Research on Simplified RC Frame Column Model under...

Research on Simplified RC Frame Column Model under Blast Load

Abstract:

An overall numerical model for a reinforced concrete frame was established and in parallel, a group of simplified models were established for the same structure according to the particular characteristics of the subjected load such as impact load, dynamic load and quasi-static load, to investigate their dynamic behaviors. Results show that it is reasonable to introduce the simplified models for reinforced concrete frame in analysis work.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

4346-4349

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.4346

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Online since:

December 2010

Authors:

Xing Guo Wang, Nan Ge, Cui Min Wang, You Po Su

Keywords:

Blast Load, Failure Mode, Frame Column, Reinforced Concrete (RC), Simplified Model

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References

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