Moment gradient modifier of continuously braced nonuniform beams with top flange loading

Autor:	Byung H. Choi, Dong Y. Yoon, Jong S. Park
Rok vydání:	2005
Předmět:	Moment (mathematics) Engineering Lateral stability Buckling business.industry Structural engineering Flange business Bracing Civil and Structural Engineering
Zdroj:	KSCE Journal of Civil Engineering. 9:125-133
ISSN:	1976-3808 1226-7988
DOI:	10.1007/bf02829066
Popis:	The elastic flexural-torsional buckling behavior of beams with nonuniform members is investigated by using finite-element analysis. From the investigation of the finite-element analysis, new moment gradient modifier for calculating the flexural-tors ional buckling moment resistances of nonuniform I-section beams with stepped member changes and with continuous lateral bracing subjected to top flange loading and negative end moments are developed. The new equations presented in this study can be used with calculation procedure for obtaining flexural-torsional buckling moment resistance using the new design equation indicates that engineers should easily determine the buckling capacity of nonuniform I-beams.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::476c5fe585f2c3380c9141032151874f https://doi.org/10.1007/bf02829066 Zobrazit plný text záznamu Full text from SpringerLink