Paper Title:
Experiment Study on Reinforced Concrete Spatial Joints Subjected to Cyclic Loading
  Abstract

Experiments on reinforced concrete frame spatial joints are conducted under low level cyclic loadings.The seismic performance of the spatial joints is investigated,including failure mode,hysterisis curve, stiffness degradation,energy dissipation and displacement ductility.The experiment result shows that the column-hinge damage mechanism had happened and the bearing capactity ,energy dissipation character and displacement ductility had decreased under the oblique direction earthquake effect.The aseismic designing method should consider the oblique direction earthquake effect.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
2744-2748
DOI
10.4028/www.scientific.net/AMR.250-253.2744
Citation
C. Y. Liu, Z. B. Li, H. Ma, J. Q. Han, S. C. Chen, "Experiment Study on Reinforced Concrete Spatial Joints Subjected to Cyclic Loading", Advanced Materials Research, Vols. 250-253, pp. 2744-2748, 2011
Online since
May 2011
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Price
$32.00
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