Paper Title:
Analysis in Seismic Behaviors of the Masonry-Concrete Shear Wall
  Abstract

The masonry-concrete shear wall is a kind of new composite structure developed from the masonry wall, and the seismic behavior of it is better than the traditional one. The article used ANSYS to do the time history analysis for the traditional masonry wall and masonry-concrete shear wall with different characteristic stiffness coefficients, different installation modes of shear walls.The calculation data not only proved researches in reasonable value of characteristic stiffness coefficients, but also about the effects in the seismic ability of different masonry-concrete shear walls installation modes.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
1928-1934
DOI
10.4028/www.scientific.net/AMR.163-167.1928
Citation
K. Li, G. P. Chen, L. Tang, "Analysis in Seismic Behaviors of the Masonry-Concrete Shear Wall", Advanced Materials Research, Vols. 163-167, pp. 1928-1934, 2011
Online since
December 2010
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Han Bing Liu, Yan Yi Sun
Abstract:In order to calculate the internal force of prefabricated skew-plate bridge (PSPB), the force state of PSPB with different skew angles is...
1176