A high seismic performance shear connector for composite steel-concrete structures subjected to strong earthquakes

Proceedings of the Conference: Composite Construction in Steel and Concrete IV

Volumn , Issue , 2000, Pages 483-493

  Arroyo Matus, Roberto ^a   Jullien, Jean Francois ^b  

^a UAG CONACyT   (Mexico)

^b UNIVERSITÉ DE LYON   (France)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE CONSTRUCTION; CYCLIC LOADS; DUCTILITY; SHEAR STRESS; STRUCTURAL MEMBERS;

COMPOSITE STEEL-CONCRETE STRUCTURES; PUSH-OUT TEST; SHEAR CONNECTOR;

CONNECTORS (STRUCTURAL);

EID: 0141705334     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Hawkins, N.N., Mitchell, D. Seismic response of composite shear connectors. ASCE Journal of Structural Engineering, september, 1984, Vol. 110, No. 9, p 2120-2136
2. Tagawa, Y., Kato, B., Aoki, H. Behaviour of composite beams in steel frame under hysteretic loading. Journal of Structural Engineering, august, 1989, Vol. 115, No. 8, p 2029-2045.
3. Antropius, J.D. Planchers avec bacs collaborants. Paris: CTICM, 1995, 175 p.
4. Arroyo Matus, R., Jullien, J.F. A new shear stud proposal. Composite Construction in Steel and Concrete. ASCE American Society of Civil Engineers, Germany, june, 1996, p 298-311.
5. Blass, H.J. Behaviour of timber structures under seismic actions. Materials and Structures, RILEM Technical Committee, april, 1994, Vol. 27, No. 167, p 157-184.
6. Aribert, J.M., Labib A.G. Modéle de calcul elasto-plastique de poutres mixtes à connexion partielle. Construction Métallique, No. 4, 3-51, 1982.