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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Lateral Buckling of I-Beams
The critical combinations of thrust and unequal end moments for the lateral buckling of I-beams simply supported in the weak plane are derived by the Rayleigh-Ritz method. It is shown that these critical combinations can be used to obtain approximate, safe bounds of the critical combinations for continuous beams and frames.
Lateral Buckling of I-Beams
The critical combinations of thrust and unequal end moments for the lateral buckling of I-beams simply supported in the weak plane are derived by the Rayleigh-Ritz method. It is shown that these critical combinations can be used to obtain approximate, safe bounds of the critical combinations for continuous beams and frames.
Lateral Buckling of I-Beams
Salvadori, Mario G. (Autor:in)
Transactions of the American Society of Civil Engineers ; 120 ; 1165-1177
01.01.2021
131955-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
| ASCE | 2021
| Engineering Index Backfile | 1960
Lateral buckling of monorail beams
| Online Contents | 2008
Inelastic lateral buckling of beams
| Engineering Index Backfile | 1963
Lateral buckling of monorail beams
| Elsevier | 2008