Lorenzo Macorini
Lorenzo Macorini
Reader in Structural Engineering, Imperial College London
Email verificata su imperial.ac.uk - Home page
Citata da
Citata da
Seismic response of steel frames under repeated earthquake ground motions
M Fragiacomo, C Amadio, L Macorini
Engineering structures 26 (13), 2021-2035, 2004
A non‐linear interface element for 3D mesoscale analysis of brick‐masonry structures
L Macorini, BA Izzuddin
International Journal for numerical methods in Engineering 85 (12), 1584-1608, 2011
Finite-element model for collapse and long-term analysis of steel–concrete composite beams
M Fragiacomo, C Amadio, L Macorini
Journal of Structural Engineering 130 (3), 489-497, 2004
Short-and long-term performance of the “Tecnaria” stud connector for timber-concrete composite beams
M Fragiacomo, C Amadio, L Macorini
Materials and Structures 40 (10), 1013-1026, 2007
Experimental evaluation of effective width in steel–concrete composite beams
C Amadio, C Fedrigo, M Fragiacomo, L Macorini
Journal of Constructional Steel Research 60 (2), 199-220, 2004
Long-term analysis of steel–concrete composite beams: FE modelling for effective width evaluation
L Macorini, M Fragiacomo, C Amadio, BA Izzuddin
Engineering Structures 28 (8), 1110-1121, 2006
Lateral–torsional buckling assessment of steel beams through a stiffness reduction method
M Kucukler, L Gardner, L Macorini
Journal of Constructional Steel Research 109, 87-100, 2015
In-plane stiffening techniques with nail plates or CFRP strips for timber floors in historical masonry buildings
N Gattesco, L Macorini
Construction and Building Materials 58, 64-76, 2014
Experimental investigation on the behaviour of spandrels in ancient masonry buildings
N Gattesco, I Clemente, L Macorini, S No
Proc. of the 14th World Conference on Earthquake Engineering, 2008
Nonlinear analysis of masonry structures using mesoscale partitioned modelling
L Macorini, BA Izzuddin
Advances in engineering Software 60, 58-69, 2013
Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method
M Kucukler, L Gardner, L Macorini
Engineering Structures 101, 662-676, 2015
A framework for probabilistic assessment of clear-water scour around bridge piers
E Tubaldi, L Macorini, BA Izzuddin, C Manes, F Laio
Structural safety 69, 11-22, 2017
Three-dimensional mesoscale modelling of multi-span masonry arch bridges subjected to scour
E Tubaldi, L Macorini, BA Izzuddin
Engineering Structures 165, 486-500, 2018
A macro‐model with nonlinear springs for seismic analysis of URM buildings
G Rinaldin, C Amadio, L Macorini
Earthquake Engineering & Structural Dynamics 45 (14), 2261-2281, 2016
Formulae for calculating elastic local buckling stresses of full structural cross-sections
L Gardner, A Fieber, L Macorini
Structures 17, 2-20, 2019
Nonlinear analysis of unreinforced masonry walls under blast loading using mesoscale partitioned modeling
L Macorini, BA Izzuddin
Journal of Structural Engineering 140 (8), A4014002, 2014
A 3D mesoscale damage-plasticity approach for masonry structures under cyclic loading
E Minga, L Macorini, BA Izzuddin
Meccanica 53 (7), 1591-1611, 2018
Hot-rolled steel and steel-concrete composite design incorporating strain hardening
L Gardner, X Yun, L Macorini, M Kucukler
Structures 9, 21-28, 2017
An inverse analysis procedure for material parameter identification of mortar joints in unreinforced masonry
C Chisari, L Macorini, C Amadio, BA Izzuddin
Computers & Structures 155, 97-105, 2015
A stiffness reduction method for the in-plane design of structural steel elements
M Kucukler, L Gardner, L Macorini
Engineering Structures 73, 72-84, 2014
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