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Experimental Investigation on the Effect of Reinforcement Ratio to Capacity of RC Column to Resist Lateral Impact Loading

  • Published:2011 Issue: Volume:1 Page:35-41
  • ISSN:2211-3819
  • Container-title:Systems Engineering Procedia
  • language:en
  • Short-container-title:Systems Engineering Procedia

Author:

Wang Xingguo,Zhang Yumin,Su Youpo,Feng Yu

Publisher

Elsevier BV

Reference12 articles.

1. The analysis of failure modes of RC beams under impulsive loading;Ping-an;Journal of PLA University of Science and Technology,2008

2. Research about dynamic response and failure mode of RC column under blast loading;Shi Yan-chao;Building Structure.,2008

3. Modeling of Structures Subjected to Impact: Concrete Behavior Under High Strain Rate;Georgin;Cement & Concrete Composites,2003

4. Effect of Straining Rate on the Compressive Strength and Elastic Properties of Concrete;Watstein;ACI.,1953

5. J. Direct Shear Failure in Reinforced Concrete Beams under Impulsive Loading;Ross T,1983

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