Composites: Mechanics, Computations, Applications: An International Journal
Publicado 4 números por año
ISSN Imprimir: 2152-2057
ISSN En Línea: 2152-2073
IF:
0.2
5-Year IF:
0.3
Eigenfactor:
0.00004
JCI:
0.08
SJR:
0.153
SNIP:
0.178
CiteScore™::
1
H-Index:
12
Indexed in
INVESTIGATION OF THE BEHAVIOR OF CONVENTIONAL REINFORCED COUPLING BEAMS
Volumen 4,
Edición 4, 2013,
pp. 291-301
DOI: 10.1615/CompMechComputApplIntJ.v4.i4.20
SINOPSIS
Coupled shear walls consist of two shear walls connected intermittently by beams along the height. The behavior of coupled shear walls is mainly governed by the coupling beams. The coupling beams are designed for ductile inelastic behavior in order to dissipate energy. The base of the shear walls may be designed for elastic or ductile inelastic behavior. The amount of energy dissipation depends on the yield moment capacity and plastic rotation capacity of the coupling beams. In this paper, an analytical model of the coupling beam has been developed to calculate the rotations and moment capacities of coupling beams with conventional reinforcement.
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