ROSSI, PIER PAOLO
 Distribuzione geografica
Continente #
EU - Europa 84
NA - Nord America 26
AS - Asia 25
SA - Sud America 2
OC - Oceania 1
Totale 138
Nazione #
IT - Italia 61
US - Stati Uniti d'America 25
IE - Irlanda 19
VN - Vietnam 11
IN - India 6
CL - Cile 2
DE - Germania 2
IR - Iran 2
MY - Malesia 2
TH - Thailandia 2
AU - Australia 1
BA - Bosnia-Erzegovina 1
CA - Canada 1
FI - Finlandia 1
LB - Libano 1
SG - Singapore 1
Totale 138
Città #
Dublin 19
Catania 16
Dong Ket 8
Syracuse 7
Ashburn 6
Nanto 5
Fleming Island 4
Hyderabad 4
Boardman 3
Vittoria 3
Bari 2
Bellizzi 2
Kuala Lumpur 2
Misterbianco 2
Pattaya 2
Rome 2
Santiago 2
Tehran 2
Bengaluru 1
Calgary 1
Council Bluffs 1
Dallas 1
Gualtieri 1
Hanoi 1
Helsinki 1
Ho Chi Minh City 1
Kolkata 1
Leonforte 1
Melbourne 1
Messina 1
Mountain View 1
Qui Nhon 1
San Jose 1
Vogosca 1
Totale 107
Nome #
An alternative approach for the design of chevron-braced frames, file dfe4d22e-d20e-bb0a-e053-d805fe0a78d9 28
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania, file dfe4d229-071d-bb0a-e053-d805fe0a78d9 12
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis, file dfe4d22a-c6d0-bb0a-e053-d805fe0a78d9 10
Influence of link models in the assessment of the seismic response of multi-storey EBFs, file dfe4d22b-a783-bb0a-e053-d805fe0a78d9 10
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain, file dfe4d22b-e818-bb0a-e053-d805fe0a78d9 10
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames, file dfe4d22e-d71d-bb0a-e053-d805fe0a78d9 9
Seismic upgrading of typical Italian existing RC frames by BRBs, file dfe4d22b-e8b3-bb0a-e053-d805fe0a78d9 8
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members, file 87d0c309-539f-4e97-a010-84e4094de06b 7
Proposal and validation of a design procedure for concentrically braced frames in the chevron configuration, file dfe4d22e-d317-bb0a-e053-d805fe0a78d9 6
A multi-performance design method for seismic upgrading of existing RC frames by BRBs, file dfe4d227-dcad-bb0a-e053-d805fe0a78d9 3
Seismic Assessment and Retrofitting of Reinforced Concrete Structures, file a15298b9-03eb-4acf-9219-c5c488a147e8 2
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings, file dfe4d227-877a-bb0a-e053-d805fe0a78d9 2
Achieving a more effective concentric braced frame by the double-stage yield BRB, file dfe4d22b-d096-bb0a-e053-d805fe0a78d9 2
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers, file dfe4d22b-ebf5-bb0a-e053-d805fe0a78d9 2
A design procedure for pin‐supported rocking buckling‐restrained braced frames, file dfe4d22c-27de-bb0a-e053-d805fe0a78d9 2
Generalized corrective eccentricities for nonlinear static analysis of buildings with framed or braced structure, file dfe4d22c-27fd-bb0a-e053-d805fe0a78d9 2
Seismic performance and cost comparative analysis of steel braced frames designed in the framework of EC8, file dfe4d22e-d874-bb0a-e053-d805fe0a78d9 2
A new macromodel for the assessment of the seismic response of infilled RC frames, file 9f177921-a39e-4c49-b44c-5aa534cfec37 1
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames, file dfe4d226-f836-bb0a-e053-d805fe0a78d9 1
A design procedure for tied braced frames, file dfe4d226-fbde-bb0a-e053-d805fe0a78d9 1
Influence of design procedures on the seismic response of bi-eccentric plan-asymmetric systems, file dfe4d227-0a17-bb0a-e053-d805fe0a78d9 1
Influence of bi-directional ground motions on the inelastic response of one-storey in-plan irregular systems, file dfe4d227-155e-bb0a-e053-d805fe0a78d9 1
Modelling of steel link beams of short, intermediate or long length, file dfe4d227-2138-bb0a-e053-d805fe0a78d9 1
Importance of Isotropic Hardening in the Modeling of Buckling Restrained Braces, file dfe4d227-2358-bb0a-e053-d805fe0a78d9 1
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8, file dfe4d227-2589-bb0a-e053-d805fe0a78d9 1
Seismic behaviour of eccentrically braced frames, file dfe4d227-36d8-bb0a-e053-d805fe0a78d9 1
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings, file dfe4d227-821b-bb0a-e053-d805fe0a78d9 1
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings, file dfe4d227-91a0-bb0a-e053-d805fe0a78d9 1
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods, file dfe4d227-9396-bb0a-e053-d805fe0a78d9 1
Design of steel frames equipped with BRBs in the framework of Eurocode 8, file dfe4d227-af1e-bb0a-e053-d805fe0a78d9 1
Exact evaluation of the location of the optimum torsion axis, file dfe4d227-bb76-bb0a-e053-d805fe0a78d9 1
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania, file dfe4d228-a412-bb0a-e053-d805fe0a78d9 1
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8., file dfe4d22b-0898-bb0a-e053-d805fe0a78d9 1
Seismic design and performance of dual structures with BRBs and semi-rigid connections, file dfe4d22b-8b4e-bb0a-e053-d805fe0a78d9 1
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers, file dfe4d22b-d2bf-bb0a-e053-d805fe0a78d9 1
On the fibre modelling of beams in RC framed buildings with rigid diaphragm, file dfe4d22b-d2ce-bb0a-e053-d805fe0a78d9 1
Effects of semi-rigid connections on seismic performance of steel frames with BRBs, file dfe4d22c-3542-bb0a-e053-d805fe0a78d9 1
Overstrength and deformation capacity of steel members with cold-formed hollow cross-section, file dfe4d22e-d878-bb0a-e053-d805fe0a78d9 1
Totale 138
Categoria #
all - tutte 382
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 382


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20208 0 0 0 0 0 0 1 0 0 0 3 4
2020/202118 0 0 0 0 0 3 3 0 3 1 0 8
2021/20223 0 0 0 0 0 0 0 2 1 0 0 0
2022/202394 0 0 0 4 3 17 4 14 11 6 23 12
2023/202413 4 3 3 2 1 0 0 0 0 0 0 0
Totale 138