Cold-formed shear connectors for composite constructions (1998)
- Authors:
- USP affiliated authors: MALITE, MAXIMILIANO - EESC ; NIMIR, WALTER ABRAHAO - EESC ; GONCALVES, ROBERTO MARTINS - EESC
- Unidade: EESC
- Assunto: ESTRUTURAS MISTAS
- Language: Inglês
- Imprenta:
- Publisher: University of Missouri-Rolla
- Publisher place: Rolla
- Date published: 1998
- Conference titles: International Speciality Conference on Cold-Formed Steel Structures
-
ABNT
MALITE, Maximiliano e NIMIR, Walter Abrahão e SÁLES, José Jairo de. Cold-formed shear connectors for composite constructions. 1998, Anais.. Rolla: University of Missouri-Rolla, 1998. . Acesso em: 05 mar. 2026. -
APA
Malite, M., Nimir, W. A., & Sáles, J. J. de. (1998). Cold-formed shear connectors for composite constructions. In . Rolla: University of Missouri-Rolla. -
NLM
Malite M, Nimir WA, Sáles JJ de. Cold-formed shear connectors for composite constructions. 1998 ;[citado 2026 mar. 05 ] -
Vancouver
Malite M, Nimir WA, Sáles JJ de. Cold-formed shear connectors for composite constructions. 1998 ;[citado 2026 mar. 05 ] - Estudo experimental do comportamento de ligacoes combinadas de aco: ligacoes rebites-solda eletrica, parafusos-rebites e parafusos solda eletrica
- On the structural behavior of composite beams using cold-formed shapes
- Theoretical analysis of the structural performance of space trusses commonly used in Brazil
- Analysis of bolted beam-column extended end plate connections using FEM models
- Perfis de aço formados a frio submetidos à flexão: análise teórico-experimental [CD-ROM]
- Comparative analysis of bolted T-stubs and corresponding extended end plate connections: a numerical approach
- Perfis de aço formados a frio sujeitos à flexão: análise téorico experimental [CD-ROM]
- Análise experimental de terças de aço conectadas às telhas de aço [CD-ROM]
- Experimental analysis of cold-formed steel channel and lipped-channel profiles connected to roof : R-factor analysis
- Behaviour of tubular space truss connections with stamped end bars
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
