scholarly journals Behavior of square concrete‐filled steel tubular beam‐columns subjected to lateral loads with constant cyclic displacement

2020 ◽  
Vol 4 (1) ◽  
pp. 41-55
Author(s):  
Masae Kido ◽  
Keigo Tsuda ◽  
Toshiyuki Fukumoto ◽  
Yasuo Ichinohe ◽  
Koji Morita
Keyword(s):  
Lateral Loads ◽  
Beam Columns ◽  
Cyclic Displacement

Stress Analysis of Aircraft Frameworks

1941 ◽  
Vol 45 (367) ◽  
pp. 241-262 ◽  
Author(s):  
N. J. Hoff
Keyword(s):  
Critical Loads ◽  
Bending Moments ◽  
Lateral Loads ◽  
Distribution Method ◽  
Numerical Examples ◽  
Beam Columns ◽  
Moment Distribution ◽  
Hardy Cross ◽  
Moment Distribution Method ◽  
The Stability

SummaryIt is shown that the calculation of the critical loads of a plane framework is superfluous if the bending moments in the bars due to external moments and to lateral loads are determined by the Hardy Cross moment distribution method as extended by James. Convergence of this method is a proof of the stability of the framework. In Section 1 methods of determining stresses and critical loads in frameworks are discussed. Section 2 deals with the distortion patterns of beam columns on several supports below and above the critical loads. In Section 3 the method of proof of the convergence is outlined, and regular and particular cases are discussed with the aid of numerical examples. The final proof is given in Section 4.

scholarly journals BEHAVIOR OF SQUARE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMNS SUBJECTED TO LATERAL LOAD WITH CONSTANT CYCLIC DISPLACEMENT

2019 ◽  
Vol 84 (759) ◽  
pp. 725-735 ◽  
Author(s):  
Masae KIDO ◽  
Keigo TSUDA ◽  
Toshiyuki FUKUMOTO ◽  
Yasuo ICHINOHE ◽  
Koji MORITA
Keyword(s):  
Lateral Load ◽  
Beam Columns ◽  
Cyclic Displacement

Hysteretic behavior of traditional Chinese timber frames under cyclic lateral loads

2018 ◽  
Vol 60 (4) ◽  
pp. 378-386
Author(s):  
Qingfang Niu ◽  
Jia Wan ◽  
Tieying Li ◽  
Y. Frank Chen
Keyword(s):  
Hysteretic Behavior ◽  
Lateral Loads
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