Paper Title:
Simplified Method for Horizontal Displacement Calculation of Frames at Elevated Temperature
  Abstract

The paper extracts two types of investigated models from frames in fire according to their horizontal deformation characteristics, and provides a simplified method to calculate horizontal deformation of frames, which can be applied to single- and multi-layers frames. Compared with the results by finite element analysis, it shows that the simplified method is a feasible method for the horizontal displacement estimation of frames in fire, and the treatment of the column restraint rigidity for multi-layers frame is appropriate.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
5269-5272
DOI
10.4028/www.scientific.net/AMR.243-249.5269
Citation
Y. T. Jing, B. Wu, "Simplified Method for Horizontal Displacement Calculation of Frames at Elevated Temperature", Advanced Materials Research, Vols. 243-249, pp. 5269-5272, 2011
Online since
May 2011
Authors
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: Jian Liu, Xiang Yun Huang, Guan Gen Zhou, Zhao Hui Wu, Qi Bei Wang, Hong Yan Zhang
Abstract:A new approach, which is suitable for analyzing steel frames-reinforced concrete shear wall hybrid structure considered the semirigid...
198
Authors: Kai Yan, Wen Zhong Zheng, Ying Wang
Abstract:The multi-story masonry buildings with reinforced concrete frames on ground floors collapse more easily than pure frames when bottom frames...
704
Authors: Guang Yong Wang, Xing Qiang Wang, Guang Wei Liu, Xiao Yang Liu, Da Fang Ma
Chapter 2: Building Technology Science
Abstract:Failure mechanism and fire resistance comparison of concrete-filled steel tube (CFST) frames, reinforced concrete (RC) frames and steel...
300