Paper Title:
Study on Earthquake Response Analysis of Reinforced Concrete Masonry Structure
  Abstract

According to the analysis of a six-story reinforced concrete masonry building model with the methods of nonlinear time history analysis, the seismic performance of structure has been studied in this paper. The interstory shear-deformation and stiffness of linear elastic model is established. The availability of the analysis model, hysteretic model and relevant parameters adopted and the computation program developed are verified. The longitudinal deformation of structure is bigger than the lateral deformation under different earthquake waves, from this it can be showed that longitudinal seismic performance is smaller than lateral wall; for seven-story concrete block building with core-and tie-columns, the requirement of the seismic fortification intensity can be met. The analysis of this paper provides a reference for reinforced concrete block buildings.

  Info
Periodical
Advanced Materials Research (Volumes 295-297)
Chapter
Chapter 1: Materials Properties
Edited by
Pengcheng Wang, Liqun Ai, Yungang Li, Xiaoming Sang and Jinglong Bu
Pages
244-248
DOI
10.4028/www.scientific.net/AMR.295-297.244
Citation
H. X. Yang, T. Shen, J. G. Yao, "Study on Earthquake Response Analysis of Reinforced Concrete Masonry Structure", Advanced Materials Research, Vols. 295-297, pp. 244-248, 2011
Online since
July 2011
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Price
$32.00
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