Alessandro Zona

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	Hepsi	2020 yılından bugüne
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i10-endeksi	47	37

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Genel erişim

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13 makale

10 makale

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Finansman sağlayan kuruluşun getirdiği zorunluluğa dayalı olarak

Katkıda bulunan yazarlar

Andrea Dall'AstaProfessorunicam.it üzerinde doğrulanmış e-posta adresine sahip
Graziano LeoniProfessor of Structural Design, University of Camerinounicam.it üzerinde doğrulanmış e-posta adresine sahip
Fabrizio ScozzeseUniversity of Camerinounicam.it üzerinde doğrulanmış e-posta adresine sahip
Michele BarbatoProfessor, Dept. of Civil and Environmental Engineering, UC Davisucdavis.edu üzerinde doğrulanmış e-posta adresine sahip
Joel ConteDistinguished Professor, University of California at San Diegoucsd.edu üzerinde doğrulanmış e-posta adresine sahip
Enrica PetrucciProfessore Associatounicam.it üzerinde doğrulanmış e-posta adresine sahip
Gaetano Della CorteUniversity of Naples Federico IIunina.it üzerinde doğrulanmış e-posta adresine sahip
Fabio FreddiAssociate Professor in Structural Engineering, University College of Londonucl.ac.uk üzerinde doğrulanmış e-posta adresine sahip
Faham TahmasebiniaSenior Lecturer at the University of Sydneysydney.edu.au üzerinde doğrulanmış e-posta adresine sahip
Andrea ProtaProfessore Associato di Tecnica delle Costruzioni, Università di Napoli Federico IIunina.it üzerinde doğrulanmış e-posta adresine sahip
Massimo FragiacomoUniversity of L'Aquilaunivaq.it üzerinde doğrulanmış e-posta adresine sahip
Paolo FranchinProfessor of Structural Design and Earthquake Engineering, Sapienza University of Romeuniroma1.it üzerinde doğrulanmış e-posta adresine sahip
Maria RotaRicercatore, EUCENTRE, Pavia (Italy)eucentre.it üzerinde doğrulanmış e-posta adresine sahip
Zora VrceljProfessor, Victoria University, Melbourne, Australiavu.edu.au üzerinde doğrulanmış e-posta adresine sahip
Kent HarriesProfessor of Structural Engineering and Mechanicspitt.edu üzerinde doğrulanmış e-posta adresine sahip
Alan O'ConnorTrinity College Dublintcd.ie üzerinde doğrulanmış e-posta adresine sahip

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Alessandro Zona

Professor, University of Camerino, Italy

unicam.it üzerinde doğrulanmış e-posta adresine sahip - Ana Sayfa

structural engineering bridge engineering steel structures steel-concrete composite structures earthquake engineering


Başlık Alıntılara göre sırala Yıla göre sırala Başlığa göre sırala	Alıntı yapanlar Alıntı yapanlar	Yıl
A steel–concrete composite beam model with partial interaction including the shear deformability of the steel component G Ranzi, A Zona Engineering Structures 29 (11), 3026-3041, 2007	174	2007
Non-linear analysis of composite beams by a displacement approach A Dall’Asta, A Zona Computers & structures 80 (27-30), 2217-2228, 2002	170	2002
Elastoplastic model for steel buckling-restrained braces A Zona, A Dall'Asta Journal of Constructional Steel Research 68 (1), 118-125, 2012	167	2012
Finite element models for nonlinear analysis of steel–concrete composite beams with partial interaction in combined bending and shear A Zona, G Ranzi Finite Elements in Analysis and Design 47 (2), 98-118, 2011	133	2011
Slip locking in finite elements for composite beams with deformable shear connection A Dall'Asta, A Zona Finite Elements in Analysis and Design 40 (13-14), 1907-1930, 2004	106	2004
Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection A Dall'Asta, A Zona Finite Elements in Analysis and Design 40 (4), 425-448, 2004	102	2004
A geometric nonlinear model for composite beams with partial interaction G Ranzi, A Dall’Asta, L Ragni, A Zona Engineering Structures 32 (5), 1384-1396, 2010	90	2010
Vision-based vibration monitoring of structures and infrastructures: An overview of recent applications A Zona Infrastructures 6 (1), 4, 2020	85	2020
Nonlinear seismic response analysis of steel–concrete composite frames A Zona, M Barbato, JP Conte Journal of structural engineering 134 (6), 986-997, 2008	81	2008
Probabilistic three-dimensional finite element study on composite beams with steel trapezoidal decking F Tahmasebinia, G Ranzi, A Zona Journal of Constructional Steel Research 80, 394-411, 2013	73	2013
Finite element model for externally prestressed composite beams with deformable connection A Dall’Asta, A Zona Journal of Structural Engineering 131 (5), 706-714, 2005	63	2005
Effect of buckling-restrained brace model parameters on seismic structural response Q Gu, A Zona, Y Peng, A Dall'Asta Journal of Constructional Steel Research 98, 100-113, 2014	60	2014
Comparison and validation of displacement and mixed elements for the non-linear analysis of continuous composite beams A Dall’Asta, A Zona Computers & structures 82 (23-26), 2117-2130, 2004	59	2004
Seismic performance of dual systems coupling moment‐resisting and buckling‐restrained braced frames F Freddi, E Tubaldi, A Zona, A Dall'Asta Earthquake Engineering & Structural Dynamics 50 (2), 329-353, 2021	55	2021
Analytical expressions for preliminary design of dissipative bracing systems in steel frames L Ragni, A Zona, A Dall’Asta Journal of Constructional Steel Research 67 (1), 102-113, 2011	55	2011
Modelling uncertainties of Italian code-conforming structures for the purpose of seismic response analysis P Franchin, L Ragni, M Rota, A Zona Journal of Earthquake Engineering 22 (sup2), 1964-1989, 2018	54	2018
An innovative seismic-resistant steel frame with reinforced concrete infill walls A Dall'Asta, G Leoni, F Morelli, W Salvatore, A Zona Engineering Structures 141, 144-158, 2017	54	2017
Sensitivity-based study of the influence of brace over-strength distributions on the seismic response of steel frames with BRBs A Zona, L Ragni, A Dall’Asta Engineering Structures 37, 179-192, 2012	54	2012
Finite element response sensitivity analysis of steel-concrete composite beams with deformable shear connection A Zona, M Barbato, JP Conte Journal of engineering mechanics 131 (11), 1126-1139, 2005	54	2005
Simplified method for failure analysis of concrete beams prestressed with external tendons A Dall’Asta, L Ragni, A Zona Journal of structural Engineering 133 (1), 121-131, 2007	51	2007

Sistem, işlemi şu anda gerçekleştiremiyor. Daha sonra yeniden deneyin.

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