Publication date
January 2008
DOI Publisher
American Society of Civil Engineers (ASCE) ISSN
0733-9399Abstract
10.1061/(ASCE)0733-9399(2008)134:1(116)Journal of Engineering Mechanics1341116-11
10.1061/(ASCE)0733-9399(2008)134:1(116)Journal of Engineering Mechanics1341116-11
lastic pergeo ical m tee of Japan, one may find Kato’s approximate formulas for the buckling loads o...
Based on a finite element analysis using Matlab coding, eigenvalue problem has been formulated and s...
We establish existence, derive necessary conditions, and construct and test an algorithm for the max...
In this technical note, analytical solutions for the elastic buckling of heavy columns with various ...
10.1061/(ASCE)0733-9399(2003)129:2(241)Journal of Engineering Mechanics1292241-24
10.1061/(ASCE)0733-9399(2004)130:11(1373)Journal of Engineering Mechanics130111373-137
This paper presented new analytical solutions for the elastic buckling of Eringen's nonlocal columns...
The determination of buckling loads for columns with varying cross sections is an important problem ...
5siThe column buckling problem was first investigated by Leonhard Euler in 1757. Since then, numerou...
Structural elements under compression can fail due to instability. Such type of failure may present ...
10.1061/(ASCE)0733-9399(2003)129:7(835)Journal of Engineering Mechanics1297835-83
This paper presents a comprehensive set of exact stability criteria for Euler columns with an interm...
Abstract: The governing differential equation for buckling of a non-uniform column is expressed in t...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX79103 / BLDSC - British Library Do...
This thesis deals with the problem most faced in the design of structures whether building or bridge...
lastic pergeo ical m tee of Japan, one may find Kato’s approximate formulas for the buckling loads o...
Based on a finite element analysis using Matlab coding, eigenvalue problem has been formulated and s...
We establish existence, derive necessary conditions, and construct and test an algorithm for the max...
In this technical note, analytical solutions for the elastic buckling of heavy columns with various ...
10.1061/(ASCE)0733-9399(2003)129:2(241)Journal of Engineering Mechanics1292241-24
10.1061/(ASCE)0733-9399(2004)130:11(1373)Journal of Engineering Mechanics130111373-137
This paper presented new analytical solutions for the elastic buckling of Eringen's nonlocal columns...
The determination of buckling loads for columns with varying cross sections is an important problem ...
5siThe column buckling problem was first investigated by Leonhard Euler in 1757. Since then, numerou...
Structural elements under compression can fail due to instability. Such type of failure may present ...
10.1061/(ASCE)0733-9399(2003)129:7(835)Journal of Engineering Mechanics1297835-83
This paper presents a comprehensive set of exact stability criteria for Euler columns with an interm...
Abstract: The governing differential equation for buckling of a non-uniform column is expressed in t...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX79103 / BLDSC - British Library Do...
This thesis deals with the problem most faced in the design of structures whether building or bridge...
lastic pergeo ical m tee of Japan, one may find Kato’s approximate formulas for the buckling loads o...
Based on a finite element analysis using Matlab coding, eigenvalue problem has been formulated and s...
We establish existence, derive necessary conditions, and construct and test an algorithm for the max...
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