Paper Title:
Research on Optimization Design of the Lateral Stiffness Satio about the Frame-Supported Multi-Ribbed Structure
  Abstract

By testing 4 pin standard frame-supported multi-ribbed composite slab’s mechanical proper- ties under the horizontal load’s funtion,it is got that the earthquake resistance performance influence of lateral stiffness satio to frame-supported multi- ribbed slabs.The reasonable value scope of stiffness satio between transformation layers is obtained by finite element analysis of seismic response of frame-support- ed multi-ribbed slab structures and provides theoretical basis to engineering design

  Info
Periodical
Advanced Materials Research (Volumes 152-153)
Edited by
Zhengyi Jiang, Jingtao Han and Xianghua Liu
Pages
954-958
DOI
10.4028/www.scientific.net/AMR.152-153.954
Citation
Q. Zhang, Q. F. Yao, Y. Zhang, W. Huang, Q. X. Yin, "Research on Optimization Design of the Lateral Stiffness Satio about the Frame-Supported Multi-Ribbed Structure", Advanced Materials Research, Vols. 152-153, pp. 954-958, 2011
Online since
October 2010
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