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Cahís, X.
18  results:
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1

A new Coplanar Dual Core Buckling-Restrained Brace:

Cahís, X. ; Catalan, A. ; Benavent-Climent, A..
Journal of Building Engineering.  70 (2023)  - p. 106286 , 2023
Link: https://doi.org/10.1016/..
 
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2

Bond response of NSM CFRP strips in concrete under sustaine..:

Emara, M. ; Torres, L. ; Baena, M...
Composite Structures.  192 (2018)  - p. 1-7 , 2018
Link: https://doi.org/10.1016/..
 
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3

Core behavior and low-cycle fatigue estimation of the Perfo..:

Cahís, X. ; Simon, E. ; Piedrafita, D..
Engineering Structures.  174 (2018)  - p. 126-138 , 2018
Link: https://doi.org/10.1016/..
 
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4

A new perforated core buckling restrained brace:

Piedrafita, D. ; Cahis, X. ; Simon, E..
Engineering Structures.  85 (2015)  - p. 118-126 , 2015
Link: https://doi.org/10.1016/..
 
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5

A constitutive model for a novel modular all-steel buckling..:

Piedrafita, D. ; Maimí, P. ; Cahis, X.
Engineering Structures.  100 (2015)  - p. 326-331 , 2015
Link: https://doi.org/10.1016/..
 
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6

Modelo numérico del comportamiento histerético de uniones e..:

Cahís, X. ; Benavent-Climent, A. ; Catalán Goñi, A.
Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería.  29 (2013)  4 - p. 248-259 , 2013
Link: https://doi.org/10.1016/..
 
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7

A new modular buckling restrained brace for seismic resista..:

Piedrafita, D. ; Cahis, X. ; Simon, E..
Engineering Structures.  56 (2013)  - p. 1967-1975 , 2013
Link: https://doi.org/10.1016/..
 
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8

Experimental testing of a new anti-seismic dissipator energ..:

Franco, J.M. ; Cahís, X. ; Gracia, L..
Engineering Structures.  32 (2010)  9 - p. 2672-2682 , 2010
Link: https://doi.org/10.1016/..
 
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9

Exterior wide beam–column connections in existing RC frames..:

Benavent-Climent, A. ; Cahís, X. ; Zahran, R.
Engineering Structures.  31 (2009)  7 - p. 1414-1424 , 2009
Link: https://doi.org/10.1016/..
 
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10

A low-tech dissipative buckling restrained brace. Design, a..:

Palazzo, G. ; López-Almansa, F. ; Cahís, X..
Engineering Structures.  31 (2009)  9 - p. 2152-2161 , 2009
Link: https://doi.org/10.1016/..
 
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11

Interior wide beam-column connections in existing RC frames..:

Benavent-Climent, A. ; Cahís, X. ; Vico, J. M.
Bulletin of Earthquake Engineering.  8 (2009)  2 - p. 401-420 , 2009
Link: https://doi.org/10.1007/..
 
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12

Reinforced Concrete Exterior Waffle Flat Plate-Column Conne..:

Benavent-Climent, A. ; Cahis, X. ; Catalan, A.
Journal of Earthquake Engineering.  13 (2009)  3 - p. 275-292 , 2009
Link: https://doi.org/10.1080/..
 
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13

Seismic behavior of interior connections in existing waffle..:

Benavent-Climent, A. ; Cahís, X. ; Catalán, A.
Engineering Structures.  30 (2008)  9 - p. 2510-2516 , 2008
Link: https://doi.org/10.1016/..
 
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14

A numerical model for sequential construction, repairing an..:

Torres, Ll. ; López-Almansa, F. ; Cahís, X..
Engineering Structures.  25 (2003)  3 - p. 323-336 , 2003
Link: https://doi.org/10.1016/..
 
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15

A simplified methodology of european steel characterization..:

Catalán Goñi, Ariel Claudio ; Cahís, X ; Sabba, M.F.
Shock and Vibration.  , 2023
Link: http://hdl.handle.net/10..
 
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