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Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 01/2017, Volume 46, Issue 1, pp. 5 - 25
Summary The work presented is aimed at the investigation of the influence of beam‐to‐column connections on the seismic response of MR‐Frames, with and without... 
semi‐rigid connections | steel structures | MR‐Frames | energy dissipation | partial strength | friction devices | semi-rigid connections | MR-Frames | DESIGN | ENGINEERING, CIVIL | ENGINEERING, GEOLOGICAL | JOINTS | STEEL FRAMES | Dynamics | Dissipation | Behavior | Polymers | Seismic response | Joints | Strength | Hysteresis
Journal Article
Key engineering materials, ISSN 1662-9795, 2018, Volume 763, pp. 983 - 991
...The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: Performance Evaluation Rosario Montuori1,a, Elide Nastri1,b, Vincenzo Piluso1,c... 
Incremental Dynamic Analysis | TPMC | Seismic Design | Non-linear Analysis | Moment Resisting Frames | Push-over Analysis | Friction Dampers | Design | Performance evaluation | Collapse | Earthquake dampers | Columnar structure
Journal Article
Key engineering materials, ISSN 1662-9795, 2018, Volume 763, pp. 1041 - 1049
...The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study Rosario Montuori1,a, Elide Nastri1,b, Vincenzo Piluso1,c and Simona... 
Seismic design | TPMC | Moment Resisting Frames | Friction dampers | Collapse | Dampers | Earthquake damage | Damage prevention | Structural damage
Journal Article
Key engineering materials, ISSN 1013-9826, 09/2016, Volume 710, pp. 231 - 237
... Paolo Castaldo1, a, Elide Nastri1,b* and Vincenzo Piluso 1,c Via Giovanni Paolo II, 132, 84084, Fisciano (SA), Italy apcastaldo@unisa.it, benastri@unisa.it... 
Rotation capacity | Empirical formulations | Aluminium alloy | RHS profile | FEM simulation | Finite element method | Aluminum base alloys | Computer simulation | Mechanical properties | Mathematical models | Behavior | Empirical analysis | Strain hardening
Journal Article
Key engineering materials, ISSN 1013-9826, 09/2016, Volume 710, pp. 281 - 287
... Castaldoa, Elide Nastrib* and Vincenzo Pilusoc Via Giovanni Paolo II, 132, 84084, Fisciano (SA), Italy apcastaldo@unisa.it, benastri@unisa.it, cv.piluso@unisa.it... 
Rotation capacity | RHS profile | ABAQUS | FEM simulation | Temper T6 | Finite element method | Aluminum base alloys | Parameters | Computer simulation | Aluminum | Flanges | Mathematical models | Behavior
Journal Article
Key engineering materials, ISSN 1013-9826, 09/2016, Volume 710, pp. 288 - 294
... Castaldoa, Elide Nastrib* and Vincenzo Pilusoc Via Giovanni Paolo II, 132, 84084, Fisciano (SA), Italy apcastaldo@unisa.it, benastri@unisa.it, cv.piluso@unisa.it... 
Rotation capacity | RHS profile | Temper T4 | ABAQUS | FEM simulation | Finite element method | Aluminum base alloys | Computer simulation | Parametric analysis | Aluminum | Mathematical models | Behavior | Assessments
Journal Article
Open Construction and Building Technology Journal, ISSN 1874-8368, 2014, Volume 8, Issue 1, pp. 262 - 278
In this paper, the state-of-the-art regarding the “Theory of Plastic Mechanism Control” (TPMC) is presented. TPMC is aimed at the design of structures assuring... 
Moment resisting frames - concentrically braced frames dual system | Global mechanism | Nonlinear analyses | Design methodology
Journal Article
Key engineering materials, ISSN 1662-9795, 2018, Volume 763, pp. 1155 - 1163
...Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions Yudong Wang1,a, Elide Nastri2,b, Lucia... 
Concentrically braced frames | Seismic design | Steel | Code | Steel frames | Q factors | Building codes | Multistory buildings | Earthquake resistance | Drift | Acceleration | Steel structures | Seismic response | Floors | Columns (structural)
Journal Article
Composites Part B, ISSN 1359-8368, 04/2017, Volume 115, pp. 124 - 137
The aim of this work is the development of an empirical relationship for evaluating the rotation capacity of RHS temper T4 aluminium alloy beams subjected to... 
ABAQUS | Rotation capacity | Empirical formulations | Temper T4 | Aluminium alloy | RHS profile | Finite element analysis (FEA) | MEMBERS | ENGINEERING, MULTIDISCIPLINARY | CLASSIFICATION | MATERIALS SCIENCE, COMPOSITES | MOMENT GRADIENT | Finite element method | Aluminum | Analysis | Alloys | Mechanical engineering
Journal Article
Thin-Walled Structures, ISSN 0263-8231, 02/2019, Volume 135, pp. 123 - 136
The aim of this work is the study of the ultimate response of aluminium alloy beams subjected to non-uniform bending. The analysis of H and I-sections made of... 
I-shaped sections | Aluminium alloys | ABAQUS | FEM simulation | Rotation capacity | Empirical formulations | Temper T4 | DESIGN | ENGINEERING, CIVIL | BEHAVIOR | COMPRESSIVE STRENGTH | MOMENT GRADIENT
Journal Article
Thin-Walled Structures, ISSN 0263-8231, 06/2017, Volume 115, pp. 129 - 141
The aim of this work is the numerical assessment of the ultimate behaviour of temper T6 aluminium alloy beams subjected to non-uniform bending. An extensive... 
ABAQUS | Temper T6 | FEM simulation | Rotation capacity | Empirical formulations | Aluminium alloy | RHS profile | Flexural overstrength | ROTATIONAL CAPACITY | CLASSIFICATION | HOLLOW SECTION BEAMS | ENGINEERING, CIVIL | FRAMES | MOMENT GRADIENT | Numerical analysis | Aluminum | Analysis | Alloys
Journal Article
Open Construction and Building Technology Journal, ISSN 1874-8368, 2013, Volume 7, Issue 1, pp. 193 - 207
The paper is devoted to the investigation of the seismic response of eccentrically braced frames characterised by links having different length. In addition,... 
Non-dimensional link length | Collapse mechanism | Incremental dynamic analysis | Push-over analysis | Eccentrically braced frames | Local ductility demands
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 06/2015, Volume 44, Issue 7, pp. 1035 - 1054
Journal Article
Open Construction and Building Technology Journal, ISSN 1874-8368, 2018, Volume 12, Issue 1, pp. 140 - 153
Background:Modern seismic code design rules are known to be based on capacity design principles. They try to assure the damage to occur in the ductile parts of... 
MRF | Push-over | Free from damage structures | Seismic design | TPMC | IDA
Journal Article
AIP Conference Proceedings, ISSN 0094-243X, 07/2019, Volume 2116, Issue 1
It has been often observed, as outcome of non-linear dynamic analyses that structures designed according to the force distribution proposed by Eurocode8, i.e.... 
Stress concentration | Dynamic characteristics | Force distribution | Seismic design | Nonlinear analysis | Elastic analysis
Journal Article
AIP Conference Proceedings, ISSN 0094-243X, 07/2019, Volume 2116, Issue 1
... Rosario Montuori a , Elide Nastri University of Salerno - Italy and Ph.D. University of Salerno –Italy a) r.montuori@unisa.it The symposium is devoted to present... 
Performance evaluation | Seismic design | Seismic engineering | Seismic response | Numerical methods
Journal Article
ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering, 2016, Volume 4, pp. 8476 - 8491
Conference Proceeding
Engineering structures, ISSN 0141-0296, 2019, Volume 196, p. 109267
•A relationship to consider both the stiffness and the strength is proposed.•The formulation has been validated by parametric analyses both elastic and... 
DESIGNED RC BUILDINGS | BEAM | ENGINEERING, CIVIL | VULNERABILITY ASSESSMENT | Horizontal loads | Seismic activity | Buildings | Concrete construction | Nonlinear analysis | Earthquake resistance | Concrete | Stiffness | Joists | Floors | Beams (structural) | Reinforced concrete
Journal Article
Engineering Structures, ISSN 0141-0296, 01/2019, Volume 178, pp. 645 - 655
Journal Article
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