Paper Title:
Experimental Study of Seismic Performance on Three-Story Prestressed Fabricated Concrete Frame
  Abstract

Based on the low reversed cyclic loading experiment of a specimen of three-story prestressed fabricated concrete frame, this paper investigates the carrying capacity, the failure mode, the load-displacement hysteresis curve of frame. The research includes the seismic performances such as failure mechanism, rigidity degradation, hysteretic behavior and etc. The results indicate that the plastic hinge first appears at the ends of beam at lower story. The connections of frame are in a state of bi-direction compression and have more joint stiffness, which therefore enhances the frame lateral stiffness and improves the deformation recovery capability. The carrying capacity of the frame hasn’t serious degradation at story drifts between 1/39 and 1/64. The post-tensioned prestressed fabricated concrete frame is a “strong column weak beam” structure.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
1287-1292
DOI
10.4028/www.scientific.net/AMR.250-253.1287
Citation
M. R. Song, B. K. Liu, S. J. Huang, A. Zhou, "Experimental Study of Seismic Performance on Three-Story Prestressed Fabricated Concrete Frame", Advanced Materials Research, Vols. 250-253, pp. 1287-1292, 2011
Online since
May 2011
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: Cheol Min Yang, Young Moon Kim, Nag Ho Ko, Dong Pyo Hong
Abstract:This paper proposes a new semi-rigid detail used high-strength bolts for use in earthquake resistant structures. These specimens were...
2081
Authors: Chun Yan Gao, Bin Li
Abstract:In order to research the seismic behavior of lightweight aggregate concrete-filled rectangular steel tubular (CFRST) frame, four test...
2194
Authors: Guo Feng Du, Chao Ma, Cheng Xiang Xu
Chapter 1: High Strength High Performance Materials and New Structural System
Abstract:In order to understand the mechanical performance and related tectonic design requirements of the concrete-filled steel tubular joints with...
183
Authors: Jing Feng Wang, Bo Wang, Zhong Ming Zheng
Chapter 9: New Technology for the Preparation and Construction of Building Materials
Abstract:To research the mechanical behaviour of the novel composite beam with concrete filled steel tubular (CFST) truss, an experimental study of...
1680
Authors: Chun Rong Zhao, Cui Wei, Ya Ying Zhang
Chapter 1: Structural Engineering
Abstract:Eccentrically braced steel frame is a good anti-seismic structure which can be used in seismic area. A series of experiments and theoretical...
463