Analysis of Lateral Buckling in Plane Frames

1975 ◽  
Vol 101 (7) ◽  
pp. 1497-1516
Author(s):  
Porpan Vacharajittiphan ◽  
Nicholas S. Trahair
Keyword(s):  
Lateral Buckling ◽  
Plane Frames

On the lateral buckling of uniform slender cantilever beams

1975 ◽  
Vol 11 (12) ◽  
pp. 1269-1280 ◽  
Author(s):  
Dewey H. Hodges ◽  
David A. Peters
Keyword(s):  
Cantilever Beams ◽  
Lateral Buckling

Optimization of bracing and internal support locations for beams against lateral buckling

1995 ◽  
Vol 9 (1) ◽  
pp. 12-17 ◽  
Author(s):  
C. M. Wang ◽  
K. K. Ang ◽  
L. Wang
Keyword(s):  
Lateral Buckling ◽  
Internal Support

Lateral buckling of narrow rectangular beams containing openings

1992 ◽  
Vol 43 (2) ◽  
pp. 247-254 ◽  
Author(s):  
V. Thevendran ◽  
N.E. Shanmugam
Keyword(s):  
Lateral Buckling

The effect of finite deformations in the elastic stability of plane frames

1962 ◽  
Vol 266 (1324) ◽  
pp. 47-67 ◽  
Keyword(s):  
Critical Load ◽  
Failure Load ◽  
Elastic Stability ◽  
Load Level ◽  
Load Factor ◽  
Proportional Loading ◽  
Arbitrary Load ◽  
Plane Frames ◽  
The Difference ◽  
Rigid Joints

The circumstances are discussed under which orthogonal relations exist between the elastic critical modes of plane frames subjected to proportional loading. Orthogonal relations may be obtained provided the loading does not produce any components of deformation associated with any of the critical modes at arbitrary levels of the load factor, and provided no part of the structure remains statically indeterminate due to bar forces when all rigid joints are replaced by pin joints. When at arbitrary load factors, the structure deforms with components associated with any of the buckling modes, the elastic failure load is not identical with the lowest elastic critical load, although for many frames the two loads may be very close. A general expression is obtained which reveals the relation between the deformations at an arbitrary load level and the deflexions given by linear analysis. The difference between the elastic failure load and the elastic critical load is discussed, and an approximate treatment applicable to certain types of frame and associated loading is developed.

Optimal Designs of I‐Beams against Lateral Buckling

1990 ◽  
Vol 116 (9) ◽  
pp. 1902-1923 ◽  
Author(s):  
C. M. Wang ◽  
S. Kitipornchai ◽  
V. Thevendran
Keyword(s):  
Optimal Designs ◽  
Lateral Buckling

Lateral buckling of subsea pipelines triggered by dual sleepers

2021 ◽  
Vol 116 ◽  
pp. 102863
Author(s):  
Zhenkui Wang ◽  
Yougang Tang ◽  
Nuo Duan
Keyword(s):  
Lateral Buckling ◽  
Subsea Pipelines

Internal variable formulations for the plastic analysis of plane frames

1995 ◽  
Vol 17 (3) ◽  
pp. 214-220 ◽  
Author(s):  
C.P. Roth ◽  
W.W. Bird ◽  
J.B. Martin
Keyword(s):  
Internal Variable ◽  
Plastic Analysis ◽  
Plane Frames
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