Paper Title:
Analytical Model for the Hysteretic Behavior of SRC Columns
  Abstract

To simulate the hysteretic behavior and propose the analytical model of steel reinforced concrete (SRC) columns under low cyclic loads, different fiber models which can reflect the mechanical behavior of materials are used in this paper. The unconfined concrete, partially confined concrete, highly confined concrete, structure steel and longitudinal reinforcement bars of the complex cross section can be established by OpenSees program which can define the different fibers for kinds of materials with their own stress-strain relations, respectively. Based on fiber models, the analytical model for simulating the hysteretic behavior of SRC columns is proposed. By comparing with the conventional simulation results, the results which are obtained from the proposed analytical model in this paper agree with the experimental results better.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
1881-1884
DOI
10.4028/www.scientific.net/AMR.243-249.1881
Citation
S. S. Zheng, L. Li, W. Wang, Q. L. Tao, Z. Q. Li, "Analytical Model for the Hysteretic Behavior of SRC Columns", Advanced Materials Research, Vols. 243-249, pp. 1881-1884, 2011
Online since
May 2011
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$32.00
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