An example of three-dimensional frame buckling

W. R. Spillers; A. Saadeghvaziri; A. Luke

doi:10.1016/0045-7949(93)90244-8

An example of three-dimensional frame buckling

W. R. Spillers, A. Saadeghvaziri, A. Luke

Civil and Environmental Engineering

Research output: Contribution to journal › Article › peer-review

5 Scopus citations

Abstract

Physical test results are presented to resolve existing disagreements in the literature concerning the collapse load of an L-shaped frame which fails through torsional buckling. Available computer solutions for this problem are compared with particular attention given to the symmetry of the geometric stiffness matrix.

Original language	English (US)
Pages (from-to)	483-486
Number of pages	4
Journal	Computers and Structures
Volume	47
Issue number	3
DOIs	https://doi.org/10.1016/0045-7949(93)90244-8
State	Published - May 3 1993

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Modeling and Simulation
General Materials Science
Mechanical Engineering
Computer Science Applications

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10.1016/0045-7949(93)90244-8

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title = "An example of three-dimensional frame buckling",

abstract = "Physical test results are presented to resolve existing disagreements in the literature concerning the collapse load of an L-shaped frame which fails through torsional buckling. Available computer solutions for this problem are compared with particular attention given to the symmetry of the geometric stiffness matrix.",

author = "Spillers, {W. R.} and A. Saadeghvaziri and A. Luke",

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AU - Spillers, W. R.

AU - Saadeghvaziri, A.

AU - Luke, A.

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Y1 - 1993/5/3

N2 - Physical test results are presented to resolve existing disagreements in the literature concerning the collapse load of an L-shaped frame which fails through torsional buckling. Available computer solutions for this problem are compared with particular attention given to the symmetry of the geometric stiffness matrix.

AB - Physical test results are presented to resolve existing disagreements in the literature concerning the collapse load of an L-shaped frame which fails through torsional buckling. Available computer solutions for this problem are compared with particular attention given to the symmetry of the geometric stiffness matrix.

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U2 - 10.1016/0045-7949(93)90244-8

DO - 10.1016/0045-7949(93)90244-8

M3 - Article

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JO - Computers and Structures

JF - Computers and Structures

IS - 3

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An example of three-dimensional frame buckling

Abstract

All Science Journal Classification (ASJC) codes

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