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Silvia Costanzo
Silvia Costanzo
Department of structures for Engineering and Architecture, University of Naples Federico II
Verified email at unina.it
Title
Cited by
Cited by
Year
Seismic design of extended stiffened end-plate joints in the framework of Eurocodes
M D'Aniello, R Tartaglia, S Costanzo, R Landolfo
Journal of Constructional Steel Research 128, 512-527, 2017
1482017
The influence of beam stiffness on seismic response of chevron concentric bracings
M D'Aniello, S Costanzo, R Landolfo
Journal of Constructional Steel Research 112, 305-324, 2015
842015
Seismic design criteria for chevron CBFs: Proposals for the next EC8 (part-2)
S Costanzo, M D'Aniello, R Landolfo
Journal of constructional steel research 138, 17-37, 2017
602017
Proposal of design rules for ductile X‐CBFS in the framework of EUROCODE 8
S Costanzo, M D'Aniello, R Landolfo
Earthquake Engineering & Structural Dynamics 48 (1), 124-151, 2019
552019
Seismic design criteria for chevron CBFs: European vs North American codes (part-1)
S Costanzo, M D'Aniello, R Landolfo
Journal of constructional steel research 135, 83-96, 2017
522017
The influence of moment resisting beam-to-column connections on seismic behavior of chevron concentrically braced frames
S Costanzo, M D’Aniello, R Landolfo
Soil Dynamics and Earthquake Engineering 113, 136-147, 2018
492018
Critical review of seismic design criteria for chevron concentrically braced frames: the role of the brace-intercepted beam
S Costanzo, M D’Aniello, R Landolfo
Ingegneria Sismica 33 (1-2), 72-89, 2016
362016
Critical discussion on seismic design criteria for X concentrically braced frames
S Costanzo, M D’Aniello, R Landolfo, A De Martino
Ingegneria Sismica 35 (2), 2018
282018
Concentrically Braced Frames: European. North American Seismic Design Provisions
S Costanzo, L Raffaele
The Open Civil Engineering Journal 11 (1), 2017
262017
European pre-QUALified steel JOINTS (EQUALJOINTS)
R Landolfo, M D’Aniello, S Costanzo, R Tartaglia, A Stratan, D Dubina, ...
Research fund for coal and steel (RFCS), 2013-2016, 2018
242018
Seismic design rules for ductile Eurocode-compliant two-storey X concentrically braced frames
S Costanzo, M D’Aniello, R Landolfo
Steel and Composite Structures, An International Journal 36 (3), 273-291, 2020
222020
Seismic behaviour of EC8-compliant moment resisting and concentrically braced frames
S Costanzo, R Tartaglia, G Di Lorenzo, A De Martino
Buildings 9 (9), 196, 2019
222019
Experimental tests on extended stiffened end-plate joints within equal joints project
M D'Aniello, R Tartaglia, S Costanzo, G Campanella, R Landolfo, ...
Key engineering materials 763, 406-413, 2018
212018
EQUALJOINTS PLUS-Volume with information borchures for 4 seimsically qualified joints
R Landolfo, M D'Aniello, S Costanzo, R Tartaglia, JF Demonceau, ...
ECCS, 2018
142018
Evolution of ec8 seismic design rules for x concentric bracings
A Campiche, S Costanzo
Symmetry 12 (11), 1807, 2020
92020
European pre-qualified steel joints (Equaljoints final report)
R Landolfo, M D’Aniello, S Costanzo, R Tartaglia, A Stratan, D Dubina, ...
European Commission Research Programme of the Research Fund for Coal and …, 2018
62018
Remarks on seismic design rules of EC8 for inverted-V CBFs
S Costanzo, M D'Aniello, R Landolfo, A De Martino
Key Engineering Materials 763, 1147-1154, 2018
42018
03.10: Seismic design and performance of extended stiffened end‐plate joints
R Tartaglia, M D'Aniello, S Costanzo, R Landolfo, A De Martino
ce/papers 1 (2-3), 570-579, 2017
42017
Nonlinear Static Response of Low-Moderate Ductile Chevron Concentrically Braced Frames Designed According to Eurocode 8
S Costanzo, M D’Aniello, R Landolfo
Buildings 13 (1), 120, 2023
32023
Seismic performance of multistorey frames with bolted extended end-plate joints: The influence of joint modelling assumptions
S Costanzo, M Zimbru, M D’Aniello, R Tartaglia, R Landolfo, A De Martino
Proceedings of the 8th International Conference on Behavior of Steel …, 2015
32015
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