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R.M.M.P. de Matos

Observed names: R. Matos, Rui Matos, Rui P. Matos
ORCID: 0000-0001-9822-8692
Observed ORCID: 0000-0001-9822-8692
OpenAlex ID: A5012218585
A comparison of the fatigue behavior between S355 and S690 steel grades
2012 · Abílio M.P. de Jesus, Rui Matos, et al. · Journal of Constructional Steel Research · 234
A year-long monitoring of preloaded free-maintenance bolts – Estimation of preload loss on BobTail bolts
2017 · R. Matos, M.R. Shah Mohammadi, et al. · Renewable Energy · 22
Resistance and elastic stiffness of RHS "T" joints: part I - axial brace loading
2015 · R.M.M.P. de Matos, L.F. Costa-Neves, et al. · Latin American Journal of Solids and Structures · 15
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Axial Monotonic and Cyclic Testing of Micropiles in Loose Sand
2018 · R. Matos, P. Pinto, et al. · Geotechnical Testing Journal · 12
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Structural monitoring of a wind turbine steel tower - Part II: monitoring results
2012 · C. Rebelo, M. Veljkovic, et al. · Wind and Structures · 12
High-strength tower in steel for wind turbines (Histwin) : Final report
2012 · Milan Veljković, Christine Heistermann, et al. · DiVA (Luleå University of Technology) · 9
Improved design of tubular wind tower foundations using steel micropiles
2015 · Rui P. Matos, Paulo L. Pinto, et al. · Structure and Infrastructure Engineering · 8
Cyclic Performance of Single and Group Micropiles on Loose Sand
2015 · Rui P. Matos, Paulo L. Pinto, et al. · International Foundations Congress and Equipment Expo (IFCEE) · 5
Robustness, Redundancy and Progressive Collapse of Fixed Offshore Structures
2017 · Miguel Refachinho, Constança Rigueiro, et al. · ce/papers · 2
01.02: Bobtail® bolt preload loss in wind turbine tower prototype: Hammerstein‐Wiener identification model
2017 · Mohammad Reza Shah Mohammadi, Rui Matos, et al. · ce/papers · 2
Steel Towers for Wind Turbines
2017 · R.M.M.P. de Matos · Portuguese National Funding Agency for Science, Research and Technology (RCAAP Project by FCT) · 2
Resistance and Elastic Stiffness of RHS "T" Joints: Part II - Combined Axial Brace and Chord Loading
2015 · R.M.M.P. de Matos, L.F. Costa-Neves, et al. · Latin American Journal of Solids and Structures · 2
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Network Arch Bridges With Rolled Sections: Ideas for Economic and Durable Detailing
2019 · Riccardo Zanon, Rui Matos, et al. · ce/papers · 1
Development and analysis of an innovative high-strength steel adaptable beam to column connection
2025 · A.S. de Carvalho, T. Bogdan, et al. · CRC Press eBooks
Análise Comparativa De Paredes De Contenção Para Estruturas De Garagem Subterrânea
2025 · Rui Matos, José Matias de Paula Filho, et al. · Editora Científica Digital eBooks
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Additive Manufacturing – New Trends and Market Analysis
2024 · Rui Matos, Trayana Tankova · ce/papers
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Análise Comparativa de Paredes de Contenção para Estruturas de Garagem Subterrânea
2024 · Rui Matos, José Matias de Paula Filho, et al. · Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica
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Estimation of maximum admissible precambering of steel beams
2023 · Rui Matos, Miguel Candeias, et al. · ce/papers
Experimental and numerical analysis of three‐point bending tests of steel beams with web holes
2021 · Rui Matos, Hélder Craveiro, et al. · ce/papers
Zum Einfluss der Lageimperfektionen auf das Tragverhalten von HZ/AZ‐Wänden bei Belastung aus Wasserüberdruck
2021 · Maciej Chrzanowski, Oliver Gregor, et al. · Bautechnik
Behaviour of prestressed bolts on overlapping friction steel connections for tubular wind towers
2014 · R.M.M.P. de Matos, Carlos Rebelo, et al.
Structural monitoring of a wind turbine steel tower
2012 · Carlos Rebelo, Rui Simões, et al.
Influence of chord axial load on the stiffness and resistance of welded “t” joints of SHS members
2010 · R.M.M.P. de Matos, L.F. Costa-Neves, et al. · Portuguese National Funding Agency for Science, Research and Technology (RCAAP Project by FCT)
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Evaluation of the Resistance of RHS "T" Joints under Axial Loading: A Parametric Study
2009 · R.M.M.P. de Matos, L.F. Costa-Neves, et al. · Civil-comp proceedings
The Influence of the Chord Axial Load on the Resistance of RHS "T" Joints with Axially Loaded Braces: A Parametric Study
2009 · R.M.M.P. de Matos, L.F. Costa-Neves, et al. · Civil-comp proceedings
Works count: 25
Citation count: 326
H-index: 7
I10-index: 5
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