Edoardo M. Marino
Edoardo M. Marino
Associate Professor, DICAr, University of Catania
Email verificata su dica.unict.it - Home page
TitoloCitata daAnno
Comparison of European and Japanese seismic design of steel building structures
EM Marino, M Nakashima, KM Mosalam
Engineering structures 27 (6), 827-840, 2005
722005
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
642013
Seismic performance and new design procedure for chevron‐braced frames
EM Marino, M Nakashima
Earthquake engineering & structural dynamics 35 (4), 433-452, 2006
602006
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
442012
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
432014
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
422004
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
412014
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
412009
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
342013
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
342006
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
312015
Modelling of steel link beams of short, intermediate or long length
M Bosco, EM Marino, PP Rossi
Engineering structures 84, 406-418, 2015
292015
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
232014
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
232013
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
212015
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
212014
Inelastic response of multi-storey asymmetric buildings
A Ghersi, E Marino, PP Rossi
12th World Conference on Earthquake Engineering, 2000
212000
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
202016
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings
A Ghersi, EM Marino, PP Rossi
Bulletin of Earthquake Engineering 5 (4), 511-532, 2007
192007
Seismic assessment of existing rc framed structures with in-plan irregularity by nonlinear static methods
M Bosco, GAF Ferrara, A Ghersi, EM Marino, PP Rossi
Earthq. Struct 8 (2), 401-422, 2015
182015
Il sistema al momento non pu eseguire l'operazione. Riprova pi tardi.
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