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G. M. S. ALVA
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G. M. S. ALVA
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G. M. S. ALVA
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1
Experimental study on precast beam-column connections with continuity reinforcement for negative bending moments
by
G
.
M
. S.
ALVA
,
M. M. S. LACERDA
,
T. J. SILVA
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Article
2
Serviceability limit state related to excessive lateral deformations to account for infill walls in the structural model
by
G
.
M
. S.
ALVA
,
J. KAMINSKI Jr
,
G. MOHAMAD
,
L. R. SILVA
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Article
3
Análise não-linear de estruturas de concreto armado em procedimentos de projeto: emprego de modelos de dissipação concentrada
by
G
.
M
. S.
Alva
,
A. L. H. C. EL Debs
,
J. Kaminski Jr.
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Article
4
Engastamento parcial de ligações viga-pilar em estruturas de concreto armado
by
G
.
M
. S.
Alva
,
M. A. Ferreira
,
A. L. H. C. El Debs
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Article
5
Optimization of the bending stiffness of beam-to-column and column-to-foundation connections in precast concrete structures
by
R. R. R. COSTA
,
M. C. V. LIMA
,
G
.
M
. S.
ALVA
,
E. S. MAGALHÃES
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Article
6
Análise numérica e experimental da evolução de flechas de vigas de concreto armado sob ações cíclicas repetidas
by
J. Oliveira Filho
,
G
.
M
. S.
Alva
,
R. M. F. Canha
,
A. L. H. C. El Debs
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Article
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