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Pedro Aires Moreira Montenegro e Almeida
AuthID:
R-001-NXZ
Publications
Confirmed
To Validate
Document Source:
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Document Type:
All Document Types
Article (40)
Proceedings Paper (12)
Article in Press (8)
Editorial Material (2)
Book Chapter (2)
Review (1)
Year Start - End:
2013
2014
2015
2016
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2018
2019
2020
2021
2022
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2024
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2024
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2019
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Order:
Year Dsc
Year Asc
Cit. WOS Dsc
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Cit. Scopus Dsc
IF Scopus Dsc
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Title Dsc
Results:
10
20
30
40
50
Confirmed Publications: 65
51
TITLE:
A comparison between S-N Logistic and Kohout-Vechet formulations applied to the fatigue data of old metallic bridges materials
Full Text
AUTHORS:
Joelton Fonseca Barbosa;
José António Correia
;
Pedro A Montenegro
; Raimundo Carlos S Silverio Freire Junior;
Grzegorz Lesiuk
;
Abilio M P De Jesus
;
Rui A B Calcada
;
PUBLISHED:
2019
,
SOURCE:
FRATTURA ED INTEGRITA STRUTTURALE,
VOLUME:
13,
ISSUE:
48
INDEXED IN:
Scopus
WOS
CrossRef
:
17
IN MY:
ORCID
|
CIÊNCIAVITAE
52
TITLE:
Behaviour of precast reinforced concrete columns subjected to monotonic short-term loading
Full Text
AUTHORS:
Pereira, SSR;
Carvalho, H
; Dias, JVF; Verga, MVR;
Montenegro, PA
;
PUBLISHED:
2019
,
SOURCE:
FRATTURA ED INTEGRITA STRUTTURALE,
VOLUME:
13,
ISSUE:
50
INDEXED IN:
Scopus
WOS
CrossRef
IN MY:
ORCID
|
CIÊNCIAVITAE
53
TITLE:
Fatigue Crack Growth Rate in Long Term Operated 19th Century Puddle Iron
AUTHORS:
Grzegorz Lesiuk
;
José António Correia
; Michal Smolnicki;
Abilio M P De Jesus
;
Monika Duda
;
Pedro Montenegro
;
Rui A B Calcada
;
PUBLISHED:
2019
,
SOURCE:
28th Symposium on Experimental Mechanics of Solids
in
EXPERIMENTAL MECHANICS OF SOLIDS,
VOLUME:
12
INDEXED IN:
WOS
CrossRef
:
1
54
TITLE:
Fatigue Crack Growth Rate of the Long Term Operated Puddle Iron from the Eiffel Bridge
AUTHORS:
Grzegorz Lesiuk
;
José António Correia
; Michal Smolnicki;
Abilio M P De Jesus
;
Monika Duda
;
Pedro A Montenegro
;
Rui A B Calcada
;
PUBLISHED:
2019
,
SOURCE:
METALS,
VOLUME:
9,
ISSUE:
1
INDEXED IN:
Scopus
WOS
CrossRef
:
13
IN MY:
ORCID
|
CIÊNCIAVITAE
55
TITLE:
Running safety assessment of a high-speed train moving over the new Volga River Bridge subjected to crosswinds
AUTHORS:
Montenegro, PA
;
Calcada, R
; Bolkovoy, A; Chebykin, I;
PUBLISHED:
2019
,
SOURCE:
7th International Conference on Structural Engineering, Mechanics and Computation (SEMC)
in
ADVANCES IN ENGINEERING MATERIALS, STRUCTURES AND SYSTEMS: INNOVATIONS, MECHANICS AND APPLICATIONS
INDEXED IN:
Scopus
WOS
CrossRef
IN MY:
ORCID
|
CIÊNCIAVITAE
56
TITLE:
Unitary model for the analysis of bolted connections using the finite element method
Full Text
AUTHORS:
Paula Moura L Leite Vilela
;
Hermes Carvalho
; Lucas Figueiredo Grilo;
Pedro Aires Montenegro
;
Rui Bartolo Calcada
;
PUBLISHED:
2019
,
SOURCE:
ENGINEERING FAILURE ANALYSIS,
VOLUME:
104
INDEXED IN:
Scopus
WOS
CrossRef
:
24
IN MY:
ORCID
|
CIÊNCIAVITAE
57
TITLE:
Assessment of the running safety of a high-speed train moving over a bridge subjected to moderate earthquakes
AUTHORS:
Montenegro, PA
;
Calçada, R
;
PUBLISHED:
2016
,
SOURCE:
Civil-Comp Proceedings,
VOLUME:
110
INDEXED IN:
Scopus
IN MY:
ORCID
|
CIÊNCIAVITAE
58
TITLE:
Running safety assessment of trains moving over bridges subjected to moderate earthquakes. Running Safety of Trains Moving over Bridges Subjected to Earthquakes
Full Text
AUTHORS:
Montenegro, PA
;
Calcada, R
;
Vila V Pouca
; Tanabe, M;
PUBLISHED:
2016
,
SOURCE:
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS,
VOLUME:
45,
ISSUE:
3
INDEXED IN:
Scopus
WOS
CrossRef
:
67
IN MY:
ORCID
|
CIÊNCIAVITAE
59
TITLE:
Wheel-rail contact formulation for analyzing the lateral train-structure dynamic interaction
Full Text
AUTHORS:
Montenegro, PA
; Neves, SGM;
Calcada, R
; Tanabe, M;
Sogabe, M
;
PUBLISHED:
2015
,
SOURCE:
COMPUTERS & STRUCTURES,
VOLUME:
152
INDEXED IN:
Scopus
WOS
CrossRef
:
71
IN MY:
ORCID
|
CIÊNCIAVITAE
60
TITLE:
A direct method for analysing the nonlinear vehicle-structure interaction in high-speed railway lines
AUTHORS:
Neves, SGM;
Montenegro, PA
; Azevedo, AFM;
Calçada, R
;
PUBLISHED:
2014
,
SOURCE:
Civil-Comp Proceedings,
VOLUME:
104
INDEXED IN:
Scopus
IN MY:
ORCID
|
CIÊNCIAVITAE
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