Todisco, Paolo
 Distribuzione geografica
Continente #
AS - Asia 3.178
SA - Sud America 71
EU - Europa 64
NA - Nord America 24
AF - Africa 3
Totale 3.340
Nazione #
SG - Singapore 3.152
BR - Brasile 64
RU - Federazione Russa 35
US - Stati Uniti d'America 17
IT - Italia 15
CN - Cina 6
FR - Francia 6
AR - Argentina 4
HK - Hong Kong 4
VN - Vietnam 4
IN - India 3
NL - Olanda 3
SA - Arabia Saudita 3
UA - Ucraina 3
GT - Guatemala 2
MX - Messico 2
TR - Turchia 2
BD - Bangladesh 1
CL - Cile 1
CR - Costa Rica 1
ET - Etiopia 1
HN - Honduras 1
IE - Irlanda 1
IQ - Iraq 1
JO - Giordania 1
KE - Kenya 1
MA - Marocco 1
PA - Panama 1
PE - Perù 1
PT - Portogallo 1
UZ - Uzbekistan 1
VE - Venezuela 1
Totale 3.340
Città #
Singapore 71
Moscow 17
Turin 7
São Paulo 6
Naples 5
Beijing 4
Hong Kong 4
Ashburn 3
Amsterdam 2
Belo Horizonte 2
Caraguatatuba 2
Guatemala City 2
Hyderabad 2
Mexico City 2
Riyadh 2
Rome 2
Addis Ababa 1
Alajuela 1
Alto Garças 1
Americana 1
Amman 1
Angra dos Reis 1
Ankara 1
Aveiro 1
Bắc Ninh 1
Cafayate 1
Camboriú 1
Campinas 1
Campo Bom 1
Canoas 1
Cascavel 1
Cataguases 1
Caxias do Sul 1
Ciudad Ojeda 1
Colatina 1
Conselheiro Lafaiete 1
Contagem 1
Cruz Alta 1
Cruz das Almas 1
Curitiba 1
Cândido Sales 1
David 1
El Progreso 1
Erbil 1
Esteio 1
Freehold 1
Goiânia 1
Guarulhos 1
Hanoi 1
Hendersonville 1
Ho Chi Minh City 1
Indaiatuba 1
Isidro Casanova 1
Istres 1
Itabira 1
Itabirito 1
Itajobi 1
Itanhaém 1
Itaquaquecetuba 1
Jeddah 1
Joanópolis 1
Kilis 1
Lima 1
Los Angeles 1
Ludhiana 1
Macapá 1
Marabá 1
Miami 1
Mogi das Cruzes 1
Monroe 1
Montes Claros 1
Muriaé 1
Nairobi 1
Neuquén 1
Nova Friburgo 1
Nova Iguaçu 1
Novara 1
Ocean Springs 1
Osasco 1
Ouro Preto 1
Porto Seguro 1
Presidente Médici 1
Regeneração 1
Ribeirão Preto 1
Rio de Janeiro 1
Rivne 1
Roscrea 1
Santo Antônio da Patrulha 1
Saquarema 1
Serrinha 1
Shanghai 1
Smyrna 1
Sousa 1
Springfield 1
St. Cloud 1
São João de Meriti 1
São Leopoldo 1
São Vicente 1
Tapalqué 1
Tashkent 1
Totale 217
Nome #
First exploring the cyclic behaviour of aluminium beams under non-uniform bending: Experimental and FE analysis 224
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 214
Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading 213
A simplified method for the evaluation of seismic performances of steel frames: Validation through IDA 208
Application and Validation of a Simplified Approach to Evaluate the Seismic Performances of Steel MR-Frames 207
Experimental and analytical study on the behaviour of circular concrete filled steel tubes in cyclic bending 206
Experimental study and finite element damage modelling of concrete-filled structural elements under pure bending 206
Failure criteria for brittle materials: Problems in FEM simulations 197
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower 195
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 192
A simplified performance based approach for the evaluation of seismic performances of steel frames 190
Evaluation of the seismic capacity of existing moment resisting frames by a simplified approach: Examples and numerical application 190
A simplified method for the evaluation of seismic performances of steel CBFs: Validation through IDA 190
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 179
Dynamic Validation and Assessment of a Historical Bell Tower 174
Design and analysis of freedam frames: Comparison with traditional connections 101
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 97
Calibration of concrete damaged plasticity materials parameters for tuff masonry types of the Campania area 59
Cyclic Tests on SHS Aluminium Beams: First Experimental Campaign and Numerical Simulation 39
Aluminium Square Hollow Sections Under Cyclic Loading 35
Simplified Evaluation of Plastic Rotation Demand for Existing EBFs Equipped with Short Links 9
Overview of the use of the seismic shear proportioning factor on the design of steel MRFs 9
Macromechanical Failure Criteria: Elasticity, Plasticity and Numerical Applications for the Non-Linear Masonry Modelling 8
Performance-based rules for the simplified assessment of steel CBFs 8
Historical Church Bell Tower Structural Behavior Induced by Bells Acoustic Wave Propagation 6
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 6
Validation and Application of a Simplified Approach for Seismic Performance Evaluation of Steel CBFs 6
Simplified Approach for the Seismic Assessment of Existing X Shaped CBFs: Examples and Numerical Applications 6
Seismic performance assessment of the church of SS. Annunziata in Paestum through finite element analysis 6
Simplified Rules for the Evaluation of Moment Resisting Frames and Concentrically Braced Frames Seismic Performances 5
Validazione e Applicazione di un Metodo Prestazionale per la Valutazione della Vulnerabilità Sismica di Strutture in Acciaio di Tipo MRFs e CBFs 4
Simplified methods for the evaluation of seismic performances of steel CBFs 4
Simplified methods for the evaluation of seismic performances of steel frames 4
Typological Characterization and Mechanical Behavior Analysis of Historic Masonry Walls in the Campania Region 4
The effect of the gravity column in the seismic design of steel CBFs 4
Totale 3.405
Categoria #
all - tutte 5.568
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 5.568


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2024/20253.333 0 0 1 52 20 5 10 23 14 228 1.591 1.389
2025/202672 72 0 0 0 0 0 0 0 0 0 0 0
Totale 3.405