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Departamento de Barragens de Betão
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Results 11-20 of 32 (Search time: 0.001 seconds).
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Issue Date
Title
Author(s)
Feb-2020
Characterization of the dynamic behavior of a concrete arch dam by means of forced vibration tests and numerical models
Gomes, J. P.
;
Lemos, J. V.
17-Feb-2022
Deduction of ultimate equilibrium limit states for concrete gravity dams keyed into rock mass foundations based on large displacement analysis
Pereira, R.
;
Batista, A. L.
;
Neves, L.
;
Lemos, J. V.
Jun-2020
Nonlinear dynamic response of stone masonry minarets under harmonic excitation
Cakti, E.
;
Saygili, O.
;
Lemos, J. V.
;
Oliveira, C.S.
Feb-2020
Discontinuum analysis of the fracture mechanism in masonry prisms and wallettes via discrete element method
Pulatsu, B.
;
Erdogmus, E.
;
Lourenço, P.
;
Lemos, J. V.
Jan-2020
Stochastic strength prediction of masonry structures: a methodological approach or a way forward?
Sarhosis, V.
;
Lemos, J. V.
Apr-2020
A Discrete Element Model for Masonry Vaults Strengthened with Externally Bonded Reinforcement
Gobbin, F.
;
De Felice, G.
;
Lemos, J. V.
Oct-2020
Tensile Fracture Mechanism of Masonry Wallettes Parallel to Bed Joints: A Stochastic Discontinuum Analysis
Pulatsu, B.
;
Erdogmus, E.
;
Lourenço, P.
;
Lemos, J. V.
Nov-2021
Deteção de danos baseada em vibrações: Aplicação a uma barragem de betão
Pereira, S.
;
Magalhães, F.
;
Gomes, J. P.
;
Cunha, A.
;
Lemos, J. V.
Feb-2021
Vibration-based damage detection of a concrete arch dam
Pereira, S.
;
Magalhães, F.
;
Gomes, J. P.
;
Cunha, A.
;
Lemos, J. V.
Jul-2020
Continuous Dynamic Monitoring System of Foz Tua Arch Dam: Installation and First Results
Pereira, S.
;
Magalhães, F.
;
Gomes, J. P.
;
Cunha, A.
;
Lemos, J. V.
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Author
7
Gomes, J. P.
7
Lourenço, P.
6
Pulatsu, B.
5
Erdogmus, E.
4
Magalhães, F.
4
Pereira, S.
3
Batista, A. L.
3
Cunha, A.
3
De Felice, G.
3
Gobbin, F.
.
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Subject
8
Estruturas de alvenaria
4
Barragens de betão
4
masonry
3
numerical modelling
2
Analytical modeling
2
Comportamento dinâmico
2
Concrete gravity dams
2
Keyed profiles
2
Large displacement analysis
2
Limit state approach
.
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2022
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2020