PAULETTA, Margherita
 Distribuzione geografica
Continente #
EU - Europa 195
NA - Nord America 98
AS - Asia 31
AF - Africa 3
SA - Sud America 1
Totale 328
Nazione #
IT - Italia 173
US - Stati Uniti d'America 98
VN - Vietnam 22
FR - Francia 13
DE - Germania 4
AE - Emirati Arabi Uniti 2
CN - Cina 2
ET - Etiopia 2
RU - Federazione Russa 2
AT - Austria 1
FI - Finlandia 1
HK - Hong Kong 1
JP - Giappone 1
KR - Corea 1
MY - Malesia 1
PE - Perù 1
TR - Turchia 1
UA - Ucraina 1
ZA - Sudafrica 1
Totale 328
Città #
Udine 86
Ashburn 21
Fairfield 13
Dong Ket 12
Buffalo 10
Hanoi 9
Wilmington 7
Cambridge 4
Houston 4
Castelfranco Veneto 3
Milan 3
Rome 3
Seattle 3
Ann Arbor 2
Asti 2
Chicago 2
Des Moines 2
Gorizia 2
Mountain View 2
Napoli 2
Norwalk 2
Paris 2
Woodbridge 2
Bari 1
Bassano del Grappa 1
Cagliari 1
Cittadella 1
Clearwater 1
Da Nang 1
Denver 1
Dulles 1
Easton 1
Erzincan 1
Esslingen am Neckar 1
Gunzenhausen 1
Hanover 1
Herndon 1
Lavis 1
Lima 1
Macerata 1
Mantova 1
Muizenberg 1
Múggia 1
Orangeburg 1
Paularo 1
Perugia 1
Preganziol 1
Reggio Emilia 1
Reston 1
Scorzè 1
Seri Iskandar 1
Trieste 1
Wuhan 1
Totale 228
Nome #
Bond-slip behavior between stainless steel rebars and concrete, file e27ce0c7-66bc-055e-e053-6605fe0a7873 45
A Study on Experimental Shear Behavior of Fiber-Reinforced Elastomeric Isolators with Various Fiber Layouts, Elastomers and Aging Conditions, file e27ce0c1-f296-055e-e053-6605fe0a7873 39
Long Term Structural Deficiencies of a Mat Foundation on Clay Soil, file e27ce0c1-d626-055e-e053-6605fe0a7873 31
Effects of Dissipative Systems on the Seismic Behavior of Irregular Buildings – Two Case Studies, file e27ce0c8-edbd-055e-e053-6605fe0a7873 19
Investigation of the Failure Modes of Textile-Reinforced Concrete and Fiber/Textile-Reinforced Concrete under Uniaxial Tensile Tests, file ce310065-201d-4ee4-b5ac-3e01d5ed540a 16
Tensile tests for the improvement of adhesion between rubber and steel layers in elastomeric isolators, file e27ce0c8-e2d5-055e-e053-6605fe0a7873 14
Behavior and Strengthening of RC Beam-Column Joints: Experimental Program and First Results of the Research Activity in the Framework of DPC-ReLUIS Project (Research Line 2), file e27ce0c1-ce21-055e-e053-6605fe0a7873 13
A new bi-linear constitutive shear relationship for Unbonded Fiber-Reinforced Elastomeric Isolators (U-FREIs), file e27ce0c3-9f9e-055e-e053-6605fe0a7873 13
Tensile tests for the improvement of adhesion between rubber and steel layers in elastomeric isolators, file e27ce0c9-44d5-055e-e053-6605fe0a7873 12
Isolatore sismico e procedimento per realizzare tale isolatore sismico, file e27ce0c1-eeb5-055e-e053-6605fe0a7873 11
Reinforced concrete corbels - Shear strength model and design formula, file e27ce0c1-d55e-055e-e053-6605fe0a7873 10
Displacement Ductility of Multistory RC Structural Walls, file e27ce0c1-e3c1-055e-e053-6605fe0a7873 8
Note on: "Reinforced concrete corbels - Shear strength model and design formula", file e27ce0c1-e76d-055e-e053-6605fe0a7873 8
Roll-out instability of small size fiber-reinforced elastomeric isolators in unbonded applications, file e27ce0c2-737b-055e-e053-6605fe0a7873 8
Reinforced Concrete Deep Beams-Shear Strength Model and Design Formula, file e27ce0c1-cc69-055e-e053-6605fe0a7873 7
Seismic Behavior of Exterior Beam-Column Connections with Plain Bars and Effects of Upgrade, file e27ce0c1-e5ea-055e-e053-6605fe0a7873 7
Exterior beam column joints - Shear strength model and design formula, file e27ce0c2-737c-055e-e053-6605fe0a7873 7
Comportamento di Nodi Trave-Pilastro Esterni Rinforzati, file e27ce0c1-d653-055e-e053-6605fe0a7873 6
Capacity Models of Beam-Column Joints:Provisions of European and Italian Seismic Codes and Possible Improvements, file e27ce0c1-d71c-055e-e053-6605fe0a7873 6
Shear Strength Design Formula for RC Beams with Stirrups, file e27ce0c1-e063-055e-e053-6605fe0a7873 6
A weathering steel elastomer joint for the connection between new and existing bridges, file e27ce0c2-738c-055e-e053-6605fe0a7873 6
“Experimental Behaviour of Masonry Walls Strenghtened by Reinforced Mortar Slabs and Subjected to in-Plane Loads”, file e27ce0c1-cea2-055e-e053-6605fe0a7873 5
Experimental Behavior of Carbon Fiber Reinforced Isolators, file e27ce0c1-dd2b-055e-e053-6605fe0a7873 5
Effectiveness of Tuned Mass Damper in Reducing Damage Caused by Strong Earthquake in a Medium-Rise Building, file 8af94497-e0df-44cd-81cf-348ac4e9411f 4
Solution for bond distribution in asymmetric R.C. structural members, file e27ce0c1-d927-055e-e053-6605fe0a7873 4
Isolamento alla Base con Dispositivi Elastomerici di Ultima Generazione, file e27ce0c1-cee1-055e-e053-6605fe0a7873 3
“Indagine Sperimentale su Nodi Esterni Trave-Pilastro Armati con Barre Lisce”, file e27ce0c1-e2a9-055e-e053-6605fe0a7873 3
Method to design fiber-reinforced elastomeric isolators (U-FREIs) and application, file e27ce0c7-81f9-055e-e053-6605fe0a7873 3
Tecniche innovative per la diagnostica e gli interventi di rinforzo sugli edifici esistenti, file 4b14ae04-0dd7-4bad-9e2c-a0b0f91d0bd2 2
A Simple Method for Evaluating the Maximum Slip of Anchorages, file e27ce0c1-db6b-055e-e053-6605fe0a7873 2
Sliding Instability of Fiber-reinforced Elastomeric Isolators in Unbonded Applications, file e27ce0c1-e26c-055e-e053-6605fe0a7873 2
Bond characterization of monolithic and layered glass panels and ultrasonic tests to control glued surfaces, file e27ce0c7-62ec-055e-e053-6605fe0a7873 2
Methods to Reproduce In-Plane Deformability of Orthotropic Floors in the Finite Element Models of Buildings, file 0eff3d01-55df-4d3d-bd76-b7a66ef5de95 1
Shear strength formula for interior beam-column joints with plain bars in existing buildings, file 5bbf3025-3576-4f0c-8f6e-2344ce5705c5 1
Experimental Investigation of Basalt/Fibre Textile Reinforced Concrete Under Uniaxial Tensile Force, file a3aeb5f6-0037-4c58-8e90-46130837a6b6 1
Soluzione analitica del problema dell'aderenza per gli ancoraggi piegati, file e27ce0c1-d969-055e-e053-6605fe0a7873 1
Seismic Isolator and Method to Produce Said Seismic Isolator, file e27ce0c1-eeb6-055e-e053-6605fe0a7873 1
Semi-empirical model for shear strength of RC interior beam-column joints subjected to cyclic loads, file e27ce0c9-19af-055e-e053-6605fe0a7873 1
On the design of the gate seals of the new Panama canal locks, file e27ce0c9-7b77-055e-e053-6605fe0a7873 1
Experimental tests for the assessment of residual strength of r.c. structures after fire – Case study, file e27ce0c9-e08e-055e-e053-6605fe0a7873 1
Totale 335
Categoria #
all - tutte 944
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 944


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201935 0 0 0 0 0 0 0 0 0 0 23 12
2019/202054 13 4 4 0 0 0 0 1 29 3 0 0
2020/202176 0 0 0 0 33 17 10 4 2 0 0 10
2021/202218 1 2 0 5 1 0 1 1 1 4 0 2
2022/202349 1 4 1 2 5 13 4 2 2 10 4 1
2023/202449 3 2 13 5 2 7 2 7 4 4 0 0
Totale 335