Elena Mele
Elena Mele
Professor, University of Naples Federico II, Dept. Structures for Engineering and Architecture
Email verificata su unina.it
Titolo
Citata da
Citata da
Anno
Modelling of historical masonry structures: comparison of different approaches through a case study
A Giordano, E Mele, A De Luca
Engineering Structures 24 (8), 1057-1069, 2002
2482002
Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake
G Brandonisio, G Lucibello, E Mele, A De Luca
Engineering Failure Analysis 34, 693-714, 2013
1762013
Modelling and analysis of a basilica under earthquake loading
E Mele, A De Luca, A Giordano
Journal of cultural Heritage 4 (4), 355-367, 2003
1132003
A simplified procedure for assessing the seismic capacity of masonry arches
A De Luca, A Giordano, E Mele
Engineering Structures 26 (13), 1915-1929, 2004
1112004
Geometrical patterns for diagrid buildings: Exploring alternative design strategies from the structural point of view
GM Montuori, E Mele, G Brandonisio, A De Luca
Engineering Structures 71, 112-127, 2014
852014
Diagrid structures for tall buildings: case studies and design considerations
E Mele, M Toreno, G Brandonisio, A De Luca
The Structural Design of Tall and Special Buildings 23 (2), 124-145, 2014
852014
Seismic design of concentric braced frames
G Brandonisio, M Toreno, E Grande, E Mele, A De Luca
Journal of Constructional Steel Research 78, 22-37, 2012
572012
Design criteria for diagrid tall buildings: Stiffness versus strength
GM Montuori, E Mele, G Brandonisio, A De Luca
The Structural Design of Tall and Special Buildings 23 (17), 1294-1314, 2014
562014
Base isolation for retrofitting historic buildings: Evaluation of seismic performance through experimental investigation
A De Luca, E Mele, J Molina, G Verzeletti, AV Pinto
Earthquake engineering & structural dynamics 30 (8), 1125-1145, 2001
552001
Secondary bracing systems for diagrid structures in tall buildings
GM Montuori, E Mele, G Brandonisio, A De Luca
Engineering Structures 75, 477-488, 2014
432014
Seismic damage and performance of Palazzo Centi after L’Aquila earthquake: A paradigmatic case study of effectiveness of mechanical steel ties
G Lucibello, G Brandonisio, E Mele, A De Luca
Engineering Failure Analysis 34, 407-430, 2013
432013
Shear strength of panel zone in beam-to-column connections
G Brandonisio, A De Luca, E Mele
Journal of Constructional Steel Research 71, 129-142, 2012
382012
Optimization of structural patterns for tall buildings: The case of diagrid
V Tomei, M Imbimbo, E Mele
Engineering Structures 171, 280-297, 2018
332018
A simple formula for predicting the horizontal capacity of masonry portal frames
A Giordano, A De Luca, E Mele, A Romano
Engineering structures 29 (9), 2109-2123, 2007
332007
Stability issues and pressure–shear interaction in elastomeric bearings: the primary role of the secondary shape factor
GM Montuori, E Mele, G Marrazzo, G Brandonisio, A De Luca
Bulletin of Earthquake Engineering, 1-29, 2015
272015
Behaviour and modelling of masonry church buildings in seismic regions
E Mele, A De Luca
WIT Transactions on The Built Environment 41, 1970
261970
Experimental investigation on European welded connections
E Mele, L Calado, A De Luca
Journal of Structural Engineering 129 (10), 1301-1311, 2003
252003
Hexagrid–hexagonal tube structures for tall buildings: patterns, modeling, and design
GM Montuori, M Fadda, G Perrella, E Mele
The Structural Design of Tall and Special Buildings 24 (15), 912-940, 2015
242015
Limit analysis of masonry circular buttressed arches under horizontal loads
G Brandonisio, E Mele, A De Luca
Meccanica, 1-19, 2017
232017
Closed form solution for predicting the horizontal capacity of masonry portal frames through limit analysis and comparison with experimental test results
G Brandonisio, E Mele, A De Luca
Engineering Failure Analysis 55, 246-270, 2015
222015
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