Novel design algorithms for k factor calculation and beam-column selection

Journal of Structural Engineering (United States)

Volumn 121, Issue 2, 1995, Pages 384-

  Dumonteil, Pierre ^a   Valley, Michael ^b  

^a Krupp Robins Inc ^*  (United States)

^b JR Harris and Company   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 84866146680     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1995)121:2(384.2)     Document Type: Note

References (6)

1. Donnell, L. H. (n.d.). “Reissner Anniversary Volume.” 183-196.
2. Dumonteil, P. (1992). “Simple equations for effective length factors.” Engrg. J., Am. Inst. of Steel Constr. (AISC), Chicago, Ill., 29(3), 111-115.
3. Massonnet, C. (1955). “Flambement des constructions formees de barres droites.” Note techniques, Eur. Convention for Constructional Steelwork, Brussels. Belgium (in French).
4. Regles de calcul des constructions en acier CM66. (1966). Editions Eyrolles, Paris, France.
5. Rondal, J. (1988). “Effective lengths of tubular lattice girder members-Statistical tests.” CIDECT Rep. 3K-88/9, Comitd International pour le Developpement et I'etude de la construction tubulaire (CIDECT), Liege, Belgium.
6. Ville de Goyet, V. de, Frey, F., and Massonnet, C. (1981). “Ultimate load of trusses buckling in their plane.” IABSE Proc., Int. Association of Bridge and Struct. Engrg. (IABSE), 47-81.