Paper Title:
A Practical Method for the Nonlinear Analysis and Optimization of Reinforced Concrete Frame
  Abstract

  Info
Periodical
Key Engineering Materials (Volumes 274-276)
Edited by
W.P. Shen and J.Q. Xu
Pages
1023-1028
DOI
10.4028/www.scientific.net/KEM.274-276.1023
Citation
C. Y. Wu, X. R. Ge, "A Practical Method for the Nonlinear Analysis and Optimization of Reinforced Concrete Frame ", Key Engineering Materials, Vols. 274-276, pp. 1023-1028, 2004
Online since
October 2004
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: Feng Xia Li, Bu Xin
Abstract:Most steel beam-column connections actually show semi-rigid deformation behavior that can contribute substantially to overall displacements...
553
Authors: Qi Wang, Lai Wang, Bei Jiang, Hui Li, Qing Fang Liu
Abstract:A two-span, three-story steel frame with two web and top-seat angle connections was constructed. Then a low-cycled reverse loading experiment...
102
Authors: Xin Zhao, Mai Wu, Dan Dan Kong, Shun Wei Chen
Abstract:Autoclaved lightweight concrete (ALC) block infills are used widely for steel residential building system in China; the authors of this paper...
2424
Authors: Hao Hua Jia, De Min Wei
Chapter 2: Disaster Prevention and Reduction of Civil Engineering
Abstract:According to earthquake hazard, normal frame structures could hardly avoid failure of ‘Strong Beam and Weak Column’, weak layer and even...
946
Authors: Guo Hua Li, Cheng Zhi Qi, Jian Luo
Chapter 3: Geotechnical and Structural Engineering
Abstract:In conventional analysis and design, the beam-column connections are divided into two categories: fully rigid joints and perfectly pinned...
1199