Paper Title:
Tests on Seismic Behavior of Steel-Concrete Composite Fabricated Shear Wall Specimens
  Abstract

Quasi-static tests of three specimens of steel-concrete composite fabricated shear wall were performed to investigate its seismic behavior. The test results indicate that horizontal cracks run through the interface between the wall and the base beam, diagonal cracks appear on the whole prefabricated concrete shear wall. The specimens fail in the mode of bending-shear, the hysteretic curves according to the test were full, it means that they have better seismic bearing capacity.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 1: High Strength High Performance Materials and New Structural System
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
189-192
DOI
10.4028/www.scientific.net/AMR.368-373.189
Citation
L. H. Cai, W. F. Li, G. W. Zhang, Q. S. Miao, H. Wu, "Tests on Seismic Behavior of Steel-Concrete Composite Fabricated Shear Wall Specimens", Advanced Materials Research, Vols. 368-373, pp. 189-192, 2012
Online since
October 2011
Export
Price
$32.00
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