Edoardo M. Marino
Edoardo M. Marino
Associate Professor, DICAr, University of Catania
Email verificata su dica.unict.it - Home page
Titolo
Citata da
Citata da
Anno
Design method and behavior factor for steel frames with buckling restrained braces
M Bosco, EM Marino
Earthquake Engineering & Structural Dynamics 42 (8), 1243-1263, 2013
762013
Comparison of European and Japanese seismic design of steel building structures
EM Marino, M Nakashima, KM Mosalam
Engineering structures 27 (6), 827-840, 2005
752005
Seismic performance and new design procedure for chevron‐braced frames
EM Marino, M Nakashima
Earthquake engineering & structural dynamics 35 (4), 433-452, 2006
662006
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions
M Bosco, A Ghersi, EM Marino
Earthquake engineering & structural dynamics 41 (13), 1751-1773, 2012
522012
Exact evaluation of the location of the optimum torsion axis
EM Marino, PP Rossi
The Structural Design of Tall and Special Buildings 13 (4), 277-290, 2004
502004
A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8
EM Marino
Earthquake engineering & structural dynamics 43 (1), 97-118, 2014
482014
On the evaluation of seismic response of structures by nonlinear static methods
M Bosco, A Ghersi, EM Marino
Earthquake engineering & structural dynamics 38 (13), 1465-1482, 2009
462009
An accurate strength amplification factor for the design of SDOF systems with P–Δ effects
F Amara, M Bosco, EM Marino, PP Rossi
Earthquake engineering & structural dynamics 43 (4), 589-611, 2014
442014
Modelling of steel link beams of short, intermediate or long length
M Bosco, EM Marino, PP Rossi
Engineering structures 84, 406-418, 2015
392015
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings
M Bosco, EM Marino, PP Rossi
Bulletin of Earthquake Engineering 11 (5), 1423-1445, 2013
392013
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings
M De Stefano, EM Marino, PP Rossi
Bulletin of Earthquake Engineering 4 (1), 23-42, 2006
392006
Design of steel frames equipped with BRBs in the framework of Eurocode 8
M Bosco, EM Marino, PP Rossi
Journal of Constructional Steel Research 113, 43-57, 2015
372015
Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint
H Wang, EM Marino, P Pan, H Liu, X Nie
Engineering Structures 156, 68-81, 2018
352018
Improvement of the model proposed by Menegotto and Pinto for steel
M Bosco, E Ferrara, A Ghersi, EM Marino, PP Rossi
Engineering Structures 124, 442-456, 2016
302016
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities
M Bosco, GAF Ferrara, A Ghersi, EM Marino, PP Rossi
Engineering Structures 99, 373-387, 2015
302015
Proposal of modifications to the design provisions of Eurocode 8 for buildings with split K eccentric braces
M Bosco, EM Marino, PP Rossi
Engineering Structures 61, 209-223, 2014
282014
A multi‐performance design method for seismic upgrading of existing RC frames by BRBs
F Barbagallo, M Bosco, EM Marino, PP Rossi, PR Stramondo
Earthquake Engineering & Structural Dynamics 46 (7), 1099-1119, 2017
262017
Comparison of nonlinear static methods for the assessment of asymmetric buildings
M Bosco, A Ghersi, EM Marino, PP Rossi
Bulletin of Earthquake Engineering 11 (6), 2287-2308, 2013
252013
A capacity design procedure for columns of steel structures with diagonals braces
M Bosco, A Ghersi, EM Marino, PP Rossi
The Open Construction and Building Technology Journal 8 (1), 2014
242014
Inelastic response of multi-story asymmetric buildings
A Ghersi, E Marino, PP Rossi
12th World Conference on Earthquake Engineering, 2000
222000
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