Paper Title:
Experimental Study on Dynamic Performance of Steel Frame with Reinforced Connection
  Abstract

Half scaled specimen of steel frame with widen flange connection was manufactured and carried out a pseudo-dynamic experiment. Dynamic characteristics such as the base shear of the steel frame, acceleration response, displacement response of each floor and hysteresis curve were obtained through the TUT control system and data acquisition system. The results show that the acceleration response and displacement response for each floor of the steel frame with widen flange connection tally with actual projects and can well reflect the overall seismic performance of the structure. The steel frame is always in the elastic stage under the earthquake, it has stable hysteretic behavior and good energy dissipation capacity. Reinforced connection improved the seismic performance of the steel frame effectively, and the experimental results can provide reference for the engineering applications.

  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
134-141
DOI
10.4028/www.scientific.net/AMR.368-373.134
Citation
Y. Wang, L. Q. Chen, L. Y. Zhang, S. Tao, "Experimental Study on Dynamic Performance of Steel Frame with Reinforced Connection", Advanced Materials Research, Vols. 368-373, pp. 134-141, 2012
Online since
October 2011
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Price
$32.00
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