E-LIB Suche - Ergebnisse für: Almeida Gonilha, José

1

Experimental and numerical analysis of GFRP frame structure..:

Martins, David ; Proença, Miguel ; Almeida Gonilha, José...
Composite Structures. 220 (2019) - p. 304-317 , 2019

Link: https://doi.org/10.1016/..

2

Experimental and numerical analysis of GFRP frame structure..:

Martins, David ; Figueiredo Sá, Mário ; Almeida Gonilha, José...
Composite Structures. 220 (2019) - p. 194-208 , 2019

Link: https://doi.org/10.1016/..

3

State-of-the-art review on the web crippling of pultruded G..:

Wu, Chao ; Ding, Yue ; Almeida-Fernandes, Lourenço...
Thin-Walled Structures. 192 (2023) - p. 111128 , 2023

Link: https://doi.org/10.1016/..

4

Novel progressive failure model for quasi-orthotropic pultr..:

A. Gonilha, José ; Silvestre, Nuno ; R. Correia, João..
Composite Structures. 255 (2021) - p. 112973 , 2021

Link: https://doi.org/10.1016/..

5

Web-crippling of GFRP pultruded profiles. Part 2: Numerical..:

Fernandes, Lourenço Almeida ; Nunes, Francisco ; Silvestre, Nuno..
Composite Structures. 120 (2015) - p. 578-590 , 2015

Link: https://doi.org/10.1016/..

6

Web-crippling of GFRP pultruded profiles. Part 1: Experimen..:

Fernandes, Lourenço Almeida ; Gonilha, José ; Correia, João R...
Composite Structures. 120 (2015) - p. 565-577 , 2015

Link: https://doi.org/10.1016/..

7

Monotonic and cyclic sway behaviour of 2-dimensional frames..:

Martins, David ; Gonilha, José ; R. Correia, João...
Structures. 55 (2023) - p. 2461-2477 , 2023

Link: https://doi.org/10.1016/..

8

Calibration and validation of a 3D homogenised model to sim..:

Costa, Damião ; A. Gonilha, José ; Silvestre, Nuno
Engineering Failure Analysis. 149 (2023) - p. 107261 , 2023

Link: https://doi.org/10.1016/..

9

A Progressive Failure Model for FRP Structures: Numerical a..:

, In: Lecture Notes in Civil Engineering; 10th International Conference on FRP Composites in Civil Engineering,

Gonilha, José ; Silvestre, Nuno ; Correia, João R.... - p. 585-596 , 2021

Link: https://doi.org/10.1007/..

10

Exterior beam-to-column bolted connections between GFRP I-s..:

Martins, David ; Gonilha, José ; Correia, João R..
Thin-Walled Structures. 163 (2021) - p. 107719 , 2021

Link: https://doi.org/10.1016/..

11

Novel progressive failure model for quasi-orthotropic pultr..:

A. Gonilha, José ; Silvestre, Nuno ; R. Correia, João..
Composite Structures. 255 (2021) - p. 112974 , 2021

Link: https://doi.org/10.1016/..

12

Monotonic and cyclic behaviour of cuff beam-to-column conne..:

Martins, David ; Gonilha, José ; R. Correia, João.
Engineering Structures. 247 (2021) - p. 113165 , 2021

Link: https://doi.org/10.1016/..

13

Monotonic and cyclic behaviour of a stainless steel cuff sy..:

Martins, David ; Gonilha, José ; R. Correia, João.
Engineering Structures. 249 (2021) - p. 113294 , 2021

Link: https://doi.org/10.1016/..

14

GFRP Beam-To-Column Connections Using Stainless Steel Cleat:

, In: Lecture Notes in Civil Engineering; 10th International Conference on FRP Composites in Civil Engineering,

Martins, David ; Gonilha, José ; Correia, João R.. - p. 1715-1728 , 2021

Link: https://doi.org/10.1007/..

15

Exterior beam-to-column bolted connections between GFRP I-s..:

Martins, David ; Gonilha, José ; Correia, João R..
Thin-Walled Structures. 164 (2021) - p. 107762 , 2021

Link: https://doi.org/10.1016/..