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Scopus Author ID: 54960436000

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Works (32)

Effects of Near-Fault Ground Motions on Civil Infrastructure

Applied Sciences
2023-05 | Journal article | Author
DOI: 10.3390/app13105929
Contributors: Camillo Nuti; Bruno Briseghella; davide lavorato; Ertugrul Taciroglu; Alessandro Vittorio Bergami
Source: check_circle
Multidisciplinary Digital Publishing Institute

Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions

Applied Sciences
2020-09 | Journal article | Author
DOI: 10.3390/app10196738
Contributors: Alessandro Vittorio Bergami; Gabriele Fiorentino; davide lavorato; Bruno Briseghella; Camillo Nuti
Source: check_circle
Multidisciplinary Digital Publishing Institute

IMPAβ: Incremental Modal Pushover Analysis for Bridges

Applied Sciences
2020-06 | Journal article | Author
DOI: 10.3390/app10124287
Contributors: Alessandro Vittorio Bergami; Camillo Nuti; davide lavorato; Gabriele Fiorentino; Bruno Briseghella
Source: check_circle
Multidisciplinary Digital Publishing Institute

Finite Element Analysis of Reinforced Concrete Bridge Piers including a Flexure-Shear Interaction Model

Applied Sciences
2020-03 | Journal article | Author
DOI: 10.3390/app10072209
Contributors: Alessandro Rasulo; Angelo Pelle; davide lavorato; Gabriele Fiorentino; Camillo Nuti; Bruno Briseghella
Source: check_circle
Multidisciplinary Digital Publishing Institute

Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes

Bulletin of Earthquake Engineering
2018 | Journal article
DOI: 10.1007/s10518-017-0254-z
EID:

2-s2.0-85033459145
Contributors: Fiorentino, G.; Forte, A.; Pagano, E.; Sabetta, F.; Baggio, C.; Lavorato, D.; Nuti, C.; Santini, S.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Parameter identification of degrading and pinched hysteretic systems using a modified Bouc?Wen model

Structure and Infrastructure Engineering
2018 | Journal article
DOI: 10.1080/15732479.2018.1469652
EID:

2-s2.0-85046745957
Contributors: Pelliciari, M.; Marano, G.C.; Cuoghi, T.; Briseghella, B.; Lavorato, D.; Tarantino, A.M.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Severely Damaged Reinforced Concrete Circular Columns Repaired by Turned Steel Rebar and High-Performance Concrete Jacketing with Steel or Polymer Fibers

Applied Sciences
2018-09 | Journal article | Author
DOI: 10.3390/app8091671
Contributors: junqing xue; davide lavorato; Alessandro V. Bergami; Camillo Nuti; Bruno Briseghella; Giuseppe C. Marano; Tao Ji; Ivo Vanzi; Angelo M. Tarantino; Silvia Santini
Source: check_circle
Multidisciplinary Digital Publishing Institute

Experimental Investigation of the Shear Strength of RC Beams Extracted from an Old Structure and Strengthened by Carbon FRP U-Strips

Applied Sciences
2018-07 | Journal article
DOI: 10.3390/app8071182
Source: check_circle
Multidisciplinary Digital Publishing Institute
grade
Preferred source (of 2)‎

One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil

Geosciences
2018-06 | Journal article
DOI: 10.3390/geosciences8070228
Source: check_circle
Multidisciplinary Digital Publishing Institute
grade
Preferred source (of 2)‎

Degrading bouc-wen model parameters identification under cyclic load

International Journal of Geotechnical Earthquake Engineering
2017 | Journal article
DOI: 10.4018/IJGEE.2017070104
EID:

2-s2.0-85038431830
Contributors: Marano, G.C.; Pelliciari, M.; Cuoghi, T.; Briseghella, B.; Lavorato, D.; Tarantino, A.M.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Generation of non-synchronous earthquake signals

Springer Series in Reliability Engineering
2017 | Book
DOI: 10.1007/978-3-319-52425-2_8
EID:

2-s2.0-85014075385
Contributors: Lavorato, D.; Vanzi, I.; Nuti, C.; Monti, G.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Numerical and experimental analysis of the leaning Tower of Pisa under earthquake

Procedia Engineering
2017 | Conference paper
DOI: 10.1016/j.proeng.2017.09.559
EID:

2-s2.0-85029907017
Contributors: Fiorentino, G.; Lavorato, D.; Quaranta, G.; Pagliaroli, A.; Carlucci, G.; Nuti, C.; Sabetta, F.; Monica, G.D.; Piersanti, M.; Lanzo, G. et al.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Proposal of a Incremental Modal Pushover Analysis (IMPA)

Earthquake and Structures
2017 | Journal article
DOI: 10.12989/eas.2017.13.6.539
EID:

2-s2.0-85041236351
Contributors: Bergami, A.V.; Forte, A.; Lavorato, D.; Nuti, C.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Seismic behaviour of isolated RC bridges subjected to asynchronous seismic input

COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
2017 | Conference paper
DOI: 10.7712/120117.5561.18104
EID:

2-s2.0-85042508553
Contributors: Lavorato, D.; Bergami, A.V.; Rago, C.; Ma, H.-B.; Nuti, C.; Vanzi, I.; Briseghella, B.; Zhuo, W.-D.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Seismic response analysis of continuous highway bridges under near-fault ground motions

COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
2017 | Conference paper
DOI: 10.7712/120117.5555.18040
EID:

2-s2.0-85042477572
Contributors: Ma, H.-B.; Zhuo, W.-D.; Lavorato, D.; Fiorentino, G.; Nuti, C.; Sabetta, F.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Seismic responses of regular highway bridges under near-fault ground motions (COMPDYN 2017)

COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
2017 | Conference paper
DOI: 10.7712/120117.5554.18034
EID:

2-s2.0-85042468134
Contributors: Ma, H.-B.; Zhuo, W.-D.; Fiorentino, G.; Lavorato, D.; Nuti, C.; Sun, Y.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Surface generation of asynchronous seismic signals for the seismic response analysis of bridges

COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
2017 | Conference paper
DOI: 10.7712/120117.5560.18098
EID:

2-s2.0-85042493379
Contributors: Lavorato, D.; Fiorentino, G.; Bergami, A.V.; Ma, H.-B.; Nuti, C.; Briseghella, B.; Vanzi, I.; Zhou, W.-D.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Ultra-high-performance fibre-reinforced concrete jacket for the repair and the seismic retrofitting of Italian and Chinese RC bridges

COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
2017 | Conference paper
DOI: 10.7712/120117.5556.18147
EID:

2-s2.0-85038432732
Contributors: Lavorato, D.; Bergami, A.V.; Nuti, C.; Briseghella, B.; Xue, J.; Tarantino, A.M.; Marano, G.C.; Santini, S.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

A model for carbon and stainless steel reinforcing bars including inelastic buckling for evaluation of capacity of existing structures

COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
2015 | Conference paper
EID:

2-s2.0-84942236392
Contributors: Zhou, Z.; Lavorato, D.; Nuti, C.; Marano, G.C.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges

IABSE Conference, Geneva 2015: Structural Engineering: Providing Solutions to Global Challenges - Report
2015 | Conference paper
EID:

2-s2.0-84971264726
Contributors: Lavorato, D.; Nuti, C.; Santini, S.; Briseghella, B.; Xue, J.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Pseudo-dynamic tests on reinforced concrete bridges repaired and retrofitted after seismic damage

Engineering Structures
2015 | Journal article
DOI: 10.1016/j.engstruct.2015.01.012
EID:

2-s2.0-84961310352
Contributors: Lavorato, D.; Nuti, C.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Modeling of the mechanical behavior of stainless reinforcing steel

Proceedings of the 10th fib International PhD Symposium in Civil Engineering
2014 | Conference paper
EID:

2-s2.0-85015358469
Contributors: Zhou, Z.; Nuti, C.; Lavorato, D.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Shear behavior of existing RC T-beams strengthened with CFRP

Assessment, Upgrading and Refurbishment of Infrastructures
2013 | Conference paper
EID:

2-s2.0-84928790445
Contributors: Imperatore, S.; Lavorato, D.; Nuti, C.; Santini, S.; Sguerri, L.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Numerical modeling of existing RC beams strengthened in shear with FRP U-sheets

Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012
2012 | Conference paper
EID:

2-s2.0-84924348014
Contributors: Imperatore, S.; Lavorato, D.; Nuti, C.; Santini, S.; Sguerri, L.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Shear performance of existing reinforced concrete T-beams strengthened with FRP

Proceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE 2012
2012 | Conference paper
EID:

2-s2.0-84924370494
Contributors: Imperatore, S.; Lavorato, D.; Nuti, C.; Santini, S.; Sguerri, L.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Pseudo-dynamic testing of repaired and retrofitted RC bridges

fib Symposium PRAGUE 2011: Concrete Engineering for Excellence and Efficiency, Proceedings
2011 | Conference paper
EID:

2-s2.0-85015267065
Contributors: Lavorato, D.; Nuti, C.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Experimental investigation of the seismic response of repaired r.c. bridges by means of pseudodynamic tests

Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas
2010 | Conference paper
EID:

2-s2.0-84929000824
Contributors: Lavorato, D.; Nuti, C.; Santini, S.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Seismic response of repaired bridges by pseudodynamic tests

Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management
2010 | Conference paper
EID:

2-s2.0-84861072941
Contributors: Lavorato, D.; Nuti, C.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers

European Journal of Environmental and Civil Engineering
2009 | Journal article
DOI: 10.1080/19648189.2009.9693145
EID:

2-s2.0-85015307080
Contributors: Albanesi, T.; Lavorato, D.; Nuti, C.; Santini, S.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Experimental tests on repaired and retrofitted bridge piers

Proceedings of the International FIB Symposium 2008 - Tailor Made Concrete Structures: New Solutions for our Society
2008 | Conference paper
EID:

2-s2.0-85008490331
Contributors: Albanesi, T.; Lavorato, D.; Nuti, C.; Santini, S.
Source: Self-asserted source
davide lavorato via Scopus - Elsevier

Application of the Incremental Modal Analysis for Bridges (IMPAb) Subjected to Near-Fault Ground Motions
Source: check_circle
Multidisciplinary Digital Publishing Institute

Proposal of A Non Linear Static Analysis Procedure for Bridges: The Incremental Modal Pushover Analysis for Bridges (IMPAβ)
Source: check_circle
Multidisciplinary Digital Publishing Institute

Peer review (8 reviews for 5 publications/grants)

Review activity for Applied ocean research. (1)
Review activity for Bulletin of earthquake engineering. (1)
Review activity for Case studies in construction materials. (1)
Review activity for Engineering structures. (4)
Review activity for Structures. (1)
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