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Siqueira, João Paulo de Almeida / Albuquerque, Elaine Jaricuna Pereira de / Ruiz, Miguel Fernández / Sales Melo, Guilherme (2024): Punching shear in flat slabs with re-entrant corner columns and shear reinforcement. Dans: Engineering Structures, v. 310 (juillet 2024).
https://doi.org/10.1016/j.engstruct.2024.118098
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Ruiz, Miguel Fernández / Redaelli, Dario / Nogales Arroyo, Alejandro / Monserrat‐López, Andrea / Bourqui, Didier / de la Fuente Antequera, Albert (2024): Macrosynthetic fibers as replacement of conventional steel reinforcement for concrete of partition walls. Dans: Structural Concrete, v. 25, n. 2 (janvier 2024).
https://doi.org/10.1002/suco.202300879
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Ruiz, Rafael / Ruiz, Miguel Fernández / Todisco, Leonardo / Corres, Hugo (2024): Shear resistance of prestressed HPFRC beams without stirrups: A mechanical analysis of shear-transfer actions based on detailed experimental measurements. Dans: Engineering Structures, v. 306 (mai 2024).
https://doi.org/10.1016/j.engstruct.2024.117711
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Siqueira, João Paulo de Almeida / Albuquerque, Elaine Jaricuna Pereira de / Ruiz, Miguel Fernández / Sales Melo, Guilherme (2024): Punching shear tests in flat slabs supported on re-entrant corner columns. Dans: Engineering Structures, v. 308 (juin 2024).
https://doi.org/10.1016/j.engstruct.2024.117954
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dos Santos, Júlia Borges / Melo, Guilherme de Sales / Ruiz, Miguel Fernández (2024): Punching performance of flat slabs with openings accounting for the influence of moment transfer and shear reinforcement. Dans: Engineering Structures, v. 303 (mars 2024).
https://doi.org/10.1016/j.engstruct.2024.117461
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Fernández‐Ordóñez, David / Ruiz, Miguel Fernández / Tošić, Nikola / Wan‐Wendner, Roman / de la Fuente, Albert (2023): Rethinking databases: The fib project for a connected data repository. Dans: Structural Concrete, v. 24, n. 4 (5 juillet 2023).
https://doi.org/10.1002/suco.202201023
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Ruiz, Miguel Fernández / Regúlez, Borja / Todisco, Leonardo / Faria, Duarte M. V. / Corres, Hugo (2023): Reliability‐ and sustainability‐driven strategies for the maintenance of existing structures. Dans: Structural Concrete, v. 24, n. 4 (5 juillet 2023).
https://doi.org/10.1002/suco.202201149
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Ruiz, Miguel Fernández / Cao Hoang, Linh / Muttoni, Aurelio: Stress fields and strut-and-tie models as a basic tool for design and verification in second generation of Eurocode 2. Dans: Hormigón y acero.
https://doi.org/10.33586/hya.2022.3086
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Ruiz, Miguel Fernández / Muttoni, Aurelio / Simões, João T. / Faria, Duarte M. V.: A mechanical approach for the punching shear provisions in the second generation of Eurocode 2. Dans: Hormigón y acero.
https://doi.org/10.33586/hya.2022.3091
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Cantone, Raffaele / Ruiz, Miguel Fernández / Muttoni, Aurelio (2021): Shear force redistributions and resistance of slabs and wide beams. Dans: Structural Concrete, v. 22, n. 4 (juin 2021).
https://doi.org/10.1002/suco.202100127
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Moccia, Francesco / Ruiz, Miguel Fernández / Muttoni, Aurelio (2021): Spalling of concrete cover induced by reinforcement. Dans: Engineering Structures, v. 237 (juin 2021).
https://doi.org/10.1016/j.engstruct.2021.112188
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Ruiz, Miguel Fernández / Muttoni, Aurelio / Perret, Jacques (2011): Réaliser une canopée. Dans: Tracés, v. 137, n. 9 (18 mai 2011).
https://doi.org/10.5169/seals-154184
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Valeri, Patrick / Ruiz, Miguel Fernández / Muttoni, Aurelio (2020): Modelling of Textile Reinforced Concrete in bending and shear with Elastic-Cracked Stress Fields. Dans: Engineering Structures, v. 215 (juillet 2020).
https://doi.org/10.1016/j.engstruct.2020.110664
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Cavagnis, Francesco / Simões, João T. / Ruiz, Miguel Fernández / Muttoni, Aurelio (2020): Shear Strength of Members without Transverse Reinforcement Based on Development of Critical Shear Crack. Dans: ACI Structural Journal, v. 117, n. 1 (janvier 2020).
https://doi.org/10.14359/51718012
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Einpaul, Jürgen / Ospina, Carlos E. / Ruiz, Miguel Fernández / Muttoni, Aurelio (2016): Punching Shear Capacity of Continuous Slabs. Dans: ACI Structural Journal, v. 113, n. 4 (juillet 2016).
https://doi.org/10.14359/51688758
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Campana, Stefano / Ruiz, Miguel Fernández / Muttoni, Aurelio (2014): Shear Strength of Arch-Shaped Members without Transverse Reinforcement. Dans: ACI Structural Journal, v. 111, n. 3 (mai 2014).
https://doi.org/10.14359/51686574
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Faria, Duarte M. V. / Einpaul, Jürgen / Ramos, António M. P. / Ruiz, Miguel Fernández / Muttoni, Aurelio (2014): On the efficiency of flat slabs strengthening against punching using externally bonded fibre reinforced polymers. Dans: Construction and Building Materials, v. 73 (décembre 2014).
https://doi.org/10.1016/j.conbuildmat.2014.09.084
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Ruiz, Miguel Fernández / Muttoni, Aurelio / Gambarova, Pietro G. (2007): Relationship between Nonlinear Creep and Cracking of Concrete under Uniaxial Compression. Dans: Journal of Advanced Concrete Technology, v. 5, n. 3 ( 2007).
https://doi.org/10.3151/jact.5.383
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Einpaul, Jürgen / Ruiz, Miguel Fernández / Muttoni, Aurelio (2018): Measurements of internal cracking in punching test slabs without shear reinforcement. Dans: Magazine of Concrete Research, v. 70, n. 15 (août 2018).
https://doi.org/10.1680/jmacr.16.00099
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Hars, Eckart / Niketić, Filip / Ruiz, Miguel Fernández (2018): Response of RC panels accounting for crack development and its interaction with rebars. Dans: Magazine of Concrete Research, v. 70, n. 8 (avril 2018).
https://doi.org/10.1680/jmacr.17.00077
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Sagaseta, Juan / Muttoni, Aurelio / Ruiz, Miguel Fernández / Tassinari, Luca (2011): Non-axis-symmetrical punching shear around internal columns of RC slabs without transverse reinforcement. Dans: Magazine of Concrete Research, v. 63, n. 6 (juin 2011).
https://doi.org/10.1680/macr.10.00098
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Rupf, Michael / Ruiz, Miguel Fernández / Muttoni, Aurelio (2013): Post-tensioned girders with low amounts of shear reinforcement: Shear strength and influence of flanges. Dans: Engineering Structures, v. 56 (novembre 2013).
https://doi.org/10.1016/j.engstruct.2013.05.024
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Simões, João T. / Faria, Duarte M. V. / Ruiz, Miguel Fernández / Muttoni, Aurelio (2016): Strength of reinforced concrete footings without transverse reinforcement according to limit analysis. Dans: Engineering Structures, v. 112 (avril 2016).
https://doi.org/10.1016/j.engstruct.2016.01.010
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Natário, Francisco / Ruiz, Miguel Fernández / Muttoni, Aurelio (2014): Shear strength of RC slabs under concentrated loads near clamped linear supports. Dans: Engineering Structures, v. 76 (octobre 2014).
https://doi.org/10.1016/j.engstruct.2014.06.036
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Cavagnis, Francesco / Ruiz, Miguel Fernández / Muttoni, Aurelio (2015): Shear failures in reinforced concrete members without transverse reinforcement: An analysis of the critical shear crack development on the basis of test results. Dans: Engineering Structures, v. 103 (novembre 2015).
https://doi.org/10.1016/j.engstruct.2015.09.015
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Cavagnis, Francesco / Ruiz, Miguel Fernández / Muttoni, Aurelio (2018): A mechanical model for failures in shear of members without transverse reinforcement based on development of a critical shear crack. Dans: Engineering Structures, v. 157 (février 2018).
https://doi.org/10.1016/j.engstruct.2017.12.004
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Simões, João T. / Bujnak, Jan / Ruiz, Miguel Fernández / Muttoni, Aurelio (2016): Punching shear tests on compact footings with uniform soil pressure. Dans: Structural Concrete, v. 17, n. 4 (août 2016).
https://doi.org/10.1002/suco.201500175
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Ruiz, Miguel Fernández / Muttoni, Aurelio (2018): Size effect in shear and punching shear failures of concrete members without transverse reinforcement: Differences between statically determinate members and redundant structures. Dans: Structural Concrete, v. 19, n. 1 (février 2018).
https://doi.org/10.1002/suco.201700059
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Muttoni, Aurelio / Ruiz, Miguel Fernández (2012): Levels-of-Approximation Approach in Codes of Practice. Dans: Structural Engineering International, v. 22, n. 2 (mai 2012).
https://doi.org/10.2749/101686612x13291382990688
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Muttoni, Aurelio / Ruiz, Miguel Fernández (2012): The levels-of-approximation approach in MC 2010: application to punching shear provisions. Dans: Structural Concrete, v. 13, n. 1 (mars 2012).
https://doi.org/10.1002/suco.201100032