Personal information

Italy

Activities

Employment (1)

University of Camerino: Camerino, Marche, IT

RTD-B (School of Architecture and Design)
Employment
Source: Self-asserted source
Michele Morici

Works (29)

Preliminary fast assessment of bridge risk by neural network

International Journal of Disaster Risk Reduction
2025-01 | Journal article
Contributors: Lorenzo Principi; Michele Morici; Agnese Natali; Walter Salvatore; Andrea Dall'Asta
Source: check_circle
Crossref

Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic

Infrastructures
2023-10-17 | Journal article
Contributors: Fabio Micozzi; Michele Morici; Alessandro Zona; Andrea Dall’Asta
Source: check_circle
Crossref

Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy)

2022 | Book chapter
Contributors: Graziano Leoni; Fabrizio Gara; Michele Morici
Source: check_circle
Crossref

Winkler model for predicting the dynamic response of caisson foundations

Earthquake Engineering & Structural Dynamics
2022-10 | Journal article
Contributors: Sandro Carbonari; Jacob D. R. Bordón; Luis A. Padrón; Michele Morici; Francesca Dezi; Juan J. Aznárez; Graziano Leoni; Orlando Maeso
Source: check_circle
Crossref

A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils

Bulletin of Earthquake Engineering
2021-11-15 | Journal article
Part of ISSN: 1570-761X
Part of ISSN: 1573-1456
Source: Self-asserted source
Michele Morici

Correction to: Influence of time‑dependent seismic hazard on structural design

Bulletin of Earthquake Engineering
2021-10-06 | Journal article
Contributors: Andrea Dall’Asta; Hamed Dabiri; Emanuele Tondi; Michele Morici
Source: check_circle
Crossref

Influence of time-dependent seismic hazard on structural design

Bulletin of Earthquake Engineering
2021-04 | Journal article
Contributors: Andrea Dall’Asta; Hamed Dabiri; Emanuele Tondi; Michele Morici
Source: check_circle
Crossref

Benefits of inclined pile foundations in earthquake resistant design of bridges

Engineering Structures
2020 | Journal article
EID:

2-s2.0-85074698615

Contributors: González, F.; Carbonari, S.; Padrón, L.A.; Morici, M.; Aznárez, J.J.; Dezi, F.; Maeso, O.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Empirical predictive model for seismic damage of historical churches

Bulletin of Earthquake Engineering
2020-10 | Journal article
Contributors: Michele Morici; Claudia Canuti; Andrea Dall’Asta; Graziano Leoni
Source: check_circle
Crossref

Effects of uncertainties of soil and pile mechanical properties on the dynamic stiffness of single piles in homogenous deposits

COMPDYN Proceedings
2019 | Conference paper
EID:

2-s2.0-85079097454

Contributors: Minnucci, L.; Dezi, F.; Carbonari, S.; Morici, M.; Gara, F.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

First analysis of data concerning damage occurred to churches of the marche region following the 2016 central Italy earthquakes

Bollettino di Geofisica Teorica ed Applicata
2019 | Journal article
EID:

2-s2.0-85070209378

Contributors: Carbonari, S.; Dall’asta, A.; Dezi, L.; Gara, F.; Leoni, G.; Morici, M.; Prota, A.; Zona, A.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence

International Journal of Architectural Heritage
2019 | Journal article
EID:

2-s2.0-85071638919

Contributors: Canuti, C.; Carbonari, S.; Dall’Asta, A.; Dezi, L.; Gara, F.; Leoni, G.; Morici, M.; Petrucci, E.; Prota, A.; Zona, A.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier
grade
Preferred source (of 2)‎

Risk assessment of Camerino municipality: A case study of vallicelle district

COMPDYN Proceedings
2019 | Conference paper
EID:

2-s2.0-85079099734

Contributors: Canuti, C.; Dall'Asta, A.; Leoni, G.; Morici, M.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation

Earthquake Engineering and Structural Dynamics
2019 | Journal article
EID:

2-s2.0-85055920580

Contributors: González, F.; Padrón, L.A.; Carbonari, S.; Morici, M.; Aznárez, J.J.; Dezi, F.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier
grade
Preferred source (of 2)‎

Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations

Soil Dynamics and Earthquake Engineering
2019 | Journal article
EID:

2-s2.0-85063421648

Contributors: Morici, M.; Minnucci, L.; Carbonari, S.; Dezi, F.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations

Earthquake Engineering and Structural Dynamics
2018 | Journal article
EID:

2-s2.0-85051197560

Contributors: Carbonari, S.; Morici, M.; Dezi, F.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier
grade
Preferred source (of 2)‎

A simplified elastic analysis of tunnel-piled structure interaction

Tunnelling and Underground Space Technology
2017 | Journal article
EID:

2-s2.0-84993965381

Contributors: Franza, A.; Marshall, A.M.; Haji, T.; Abdelatif, A.O.; Carbonari, S.; Morici, M.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Erratum to: Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles (Bull Earthquake Eng, 10.1007/s10518-017-0165-z)

Bulletin of Earthquake Engineering
2017 | Journal article
EID:

2-s2.0-85021828662

Contributors: Capatti, M.C.; Tropeano, G.; Morici, M.; Carbonari, S.; Dezi, F.; Leoni, G.; Silvestri, F.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles

Bulletin of Earthquake Engineering
2017 | Journal article
EID:

2-s2.0-85020706731

Contributors: Capatti, M.C.; Tropeano, G.; Morici, M.; Carbonari, S.; Dezi, F.; Leoni, G.; Silvestri, F.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Kinematic stress resultants in inclined single piles subjected to prapagating seismic waves: An analytical formulation

COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
2017 | Conference paper
EID:

2-s2.0-85042271517

Contributors: Carbonari, S.; Morici, M.; Dezi, F.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Nonlinear response of bridge piers on inclined pile groups: The role of rocking foundation input motion

Procedia Engineering
2017 | Conference paper
EID:

2-s2.0-85029897196

Contributors: Carbonari, S.; Morici, M.; Dezi, F.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Soil-structure interaction effects in single bridge piers founded on inclined pile groups

Soil Dynamics and Earthquake Engineering
2017 | Journal article
EID:

2-s2.0-84992091198

Contributors: Carbonari, S.; Morici, M.; Dezi, F.; Gara, F.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

A numerical model for the dynamic analysis of inclined pile groups

Earthquake Engineering and Structural Dynamics
2016 | Journal article
EID:

2-s2.0-84951877325

Contributors: Dezi, F.; Carbonari, S.; Morici, M.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Analytical evaluation of impedances and kinematic response of inclined piles

Engineering Structures
2016 | Journal article
EID:

2-s2.0-84962517081

Contributors: Carbonari, S.; Morici, M.; Dezi, F.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Field Tests on Micropiles under Dynamic Lateral Loading

Procedia Engineering
2016 | Conference paper
EID:

2-s2.0-84988412566

Contributors: Capatti, M.C.; Dezi, F.; Morici, M.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

A 3D numerical model for the dynamic analysis of pile groups with inclined piles

Proceedings of the International Conference on Structural Dynamic , EURODYN
2014 | Conference paper
EID:

2-s2.0-84994453263

Contributors: Morici, M.; Carbonari, S.; Dezi, F.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Nonlinear seismic analysis of innovative steel frames with infill walls

Civil-Comp Proceedings
2014 | Journal article
EID:

2-s2.0-84963595663

Contributors: Leoni, G.; Carbonari, S.; Morici, M.; Tassotti, L.; Zona, A.; Varelis, G.E.; Dall'Asta, A.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Higher order model for the seismic response of bridge embankments

Soil Dynamics and Earthquake Engineering
2012 | Journal article
EID:

2-s2.0-84864807664

Contributors: Dezi, F.; Morici, M.; Carbonari, S.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

2D higher order model for the dynamic analysis of bridge embankments

Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011
2011 | Conference paper
EID:

2-s2.0-84959884050

Contributors: Dezi, F.; Morici, M.; Carbonari, S.; Leoni, G.
Source: Self-asserted source
Michele Morici via Scopus - Elsevier

Peer review (3 reviews for 3 publications/grants)

Review activity for Bulletin of earthquake engineering. (1)
Review activity for International journal of geomechanics. (1)
Review activity for Journal of bridge engineering. (1)