Paper Title:
Experimental Research on Seismic Behavior of RC Column with Different Concrete under Horizontal Low Cyclic Loading
  Abstract

On the premise of maintaining certain vertical bearing capacity, the frame structure dissipates seismic energy by elastic-plastic deformation in elastic-plastic stage of earthquake action. Using lightweight concrete in structure not only can reduce the its dead weight, decrease the earthquake power; also meet the concrete strength, stiffness and elastic modulus requirements of important structure, so as to improve its energy dissipation capacity. This paper researched the effect of concrete materials, including or such as C60 high strength Lightweight concrete (HSLC), high strength concrete (HSC) and high strength Light weight aggregate concrete (HSLAC), on the seismic behavior of RC column under horizontal low cyclic loading, respectively and the match relationship between concrete and steel reinforcement cage was analyzed.

  Info
Periodical
Advanced Materials Research (Volumes 374-377)
Chapter
Chapter 10: Innovative Structures: Technologies and Applications
Edited by
Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang and Jing Du
Pages
2041-2045
DOI
10.4028/www.scientific.net/AMR.374-377.2041
Citation
J. Wu, F. Z. Wang, Y. Li, W. Yang, S. G. Hu, "Experimental Research on Seismic Behavior of RC Column with Different Concrete under Horizontal Low Cyclic Loading", Advanced Materials Research, Vols. 374-377, pp. 2041-2045, 2012
Online since
October 2011
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Price
$32.00
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