MARTINELLI, PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 4.205
EU - Europa 3.908
AS - Asia 2.446
SA - Sud America 612
AF - Africa 115
OC - Oceania 22
Continente sconosciuto - Info sul continente non disponibili 6
Totale 11.314
Nazione #
US - Stati Uniti d'America 4.080
RU - Federazione Russa 1.379
IT - Italia 1.221
SG - Singapore 973
CN - Cina 764
BR - Brasile 502
GB - Regno Unito 246
VN - Vietnam 208
DE - Germania 156
ES - Italia 111
AT - Austria 100
NL - Olanda 97
FI - Finlandia 94
IE - Irlanda 79
IN - India 76
UA - Ucraina 75
CA - Canada 70
JP - Giappone 69
FR - Francia 60
BE - Belgio 57
HK - Hong Kong 54
SE - Svezia 53
KR - Corea 50
CH - Svizzera 47
AR - Argentina 41
ID - Indonesia 41
MX - Messico 38
MA - Marocco 37
IR - Iran 35
PL - Polonia 34
BD - Bangladesh 26
ZA - Sudafrica 24
IQ - Iraq 23
AU - Australia 19
TR - Turchia 19
CO - Colombia 18
PH - Filippine 15
EC - Ecuador 14
HR - Croazia 14
CI - Costa d'Avorio 13
CZ - Repubblica Ceca 12
AE - Emirati Arabi Uniti 10
PT - Portogallo 10
TH - Thailandia 10
UZ - Uzbekistan 10
VE - Venezuela 10
DK - Danimarca 9
GR - Grecia 9
PK - Pakistan 9
IL - Israele 8
PY - Paraguay 8
BJ - Benin 7
LT - Lituania 7
RO - Romania 7
BO - Bolivia 6
CL - Cile 6
JO - Giordania 6
KE - Kenya 6
NG - Nigeria 6
NO - Norvegia 6
AL - Albania 5
AZ - Azerbaigian 5
SA - Arabia Saudita 5
TT - Trinidad e Tobago 5
BG - Bulgaria 4
GH - Ghana 4
HU - Ungheria 4
KG - Kirghizistan 4
MY - Malesia 4
TN - Tunisia 4
CU - Cuba 3
EG - Egitto 3
EU - Europa 3
JM - Giamaica 3
LK - Sri Lanka 3
MO - Macao, regione amministrativa speciale della Cina 3
NP - Nepal 3
PA - Panama 3
PE - Perù 3
RS - Serbia 3
TW - Taiwan 3
UY - Uruguay 3
XK - ???statistics.table.value.countryCode.XK??? 3
AM - Armenia 2
AO - Angola 2
DZ - Algeria 2
KZ - Kazakistan 2
LI - Liechtenstein 2
LV - Lettonia 2
MU - Mauritius 2
NZ - Nuova Zelanda 2
BH - Bahrain 1
BN - Brunei Darussalam 1
BY - Bielorussia 1
CR - Costa Rica 1
CV - Capo Verde 1
EE - Estonia 1
ET - Etiopia 1
GA - Gabon 1
GE - Georgia 1
Totale 11.302
Città #
Ashburn 600
Singapore 553
Fairfield 349
Chandler 313
Milan 241
Woodbridge 237
Houston 190
Moscow 188
Wilmington 178
Hefei 176
Seattle 156
Ann Arbor 125
Cambridge 122
Beijing 118
San Jose 102
Málaga 94
Vienna 94
Boardman 93
Jinan 89
Council Bluffs 83
Santa Clara 80
Dearborn 76
Dublin 71
Piscataway 68
Lawrence 63
Los Angeles 62
Tokyo 58
Dong Ket 52
London 51
Rome 48
Jacksonville 47
Ho Chi Minh City 44
Turin 44
Dallas 42
Ottawa 41
Seoul 38
Buffalo 36
Princeton 36
Helsinki 35
Hong Kong 34
New York 33
Redwood City 33
Medford 32
São Paulo 32
Casablanca 29
Amsterdam 28
Brescia 27
Columbus 27
Hanoi 26
Des Moines 25
Shanghai 25
Frankfurt am Main 24
Chicago 23
Kent 23
Segrate 23
Rio de Janeiro 22
Bern 21
Jakarta 21
Menlo Park 21
San Diego 20
Edinburgh 18
Delft 17
Naples 17
Brussels 16
Guangzhou 16
Liège 16
Brooklyn 14
Collecchio 14
Florence 14
Abidjan 13
Belo Horizonte 13
Bologna 13
Glasgow 13
Mexico City 13
Warsaw 13
Bergamo 12
Busto Arsizio 12
Changsha 12
Manchester 12
Nanjing 12
Parma 12
Montreal 11
Norwalk 11
Orem 11
Pavia 11
Bangkok 10
Dalmine 10
Phoenix 10
Tashkent 10
Trieste 10
Campinas 9
Central 9
Curitiba 9
Johannesburg 9
Karlsruhe 9
Messina 9
Modena 9
Munich 9
Pune 9
Chennai 8
Totale 6.117
Nome #
The technical causes of the collapse of Annone overpass on SS.36 800
Annone overpass: assessment of reinforcement damage effects on collapse 274
Control procedure to check the σ–ω relationship used to design a SFRC slab 231
A New Shock Tube Facility for Tunnel Safety 226
Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy) 221
A Design Approach to Evaluate the Load-Carrying Capacity of Reinforced Concrete Slabs Considering Tensile Membrane Action 219
A design approach for tunnels exposed to blast and fire 204
Performance of a shock tube facility for impact response of structures 200
Experimental Characterization and Numerical Investigation on the Azzone Visconti Bridge in Lecco (Italy) 197
Dynamic response and energy absorption of mineral-phenolic foam subjected to shock loading 192
Experimental tests on shallow foundations of onshore wind turbine towers 173
An innovative passive control technique for industrial precast frames 169
A numerical approach for the evaluation of the structural redistribution coefficient KRd 166
Performance of fiber beam-column elements in the seismic analysis of a lightly reinforced shear wall 151
Application of an analytical method for the design for robustness of RC flat slab buildings 149
Numerical validation of a dowel action triple-block test set-up 144
SULLA DETERMINAZIONE DEL COEFFICIENTE DI RIDISTRIBUZIONE STRUTTURALE KRd PER STRUTTURE IN CALCESTRUZZO FIBRORINFORZATO 143
Characterization tests for predicting the mechanical performance of SFRC floors: design considerations 143
Blast and Fire Design of Precast Layered FRC Tunnel Segments 142
Fibre Reinforced Concrete as a sustainable choice in Civil Engineering 141
Layered high-performance concrete plates interacting with granular soil under blast loads: an experimental investigation 137
On the blast resistance of high performance tunnel segments 133
A SFRC Slab For A Residential Building In Erba, Italy 132
Assessment of A R/C Structure Subjected To High Corrosion 128
Fiber element modeling of the CAMUS I RC shear wall 127
Characterization tests for predicting the mechanical performance of SFRC floors: identification of fibre distribution and orientation effects 126
Underground tunnels exposed to internal blast: Effect of the explosive source position 125
Bearing Capacity Assessment of RC Flat Slab Frame Structures 125
Numerical Simulation of the Partial Seismic Collapse of a 1960s RC Building 124
HPFRC TUNNEL SEGMENTS TO MITIGATE THE RISK OF EXCEPTIONAL LOADS 122
On the Mitigation of the Risk of Prefabricated Tunnel Linings: the ACCIDENT Project 122
L'effetto della modellazione nella predizione della risposta sismica della parete a taglio CAMUS I 118
Seismic Assessment of a 14th-Century Stone Arch Bridge: Role of Soil-Structure Interaction 117
Three-dimensional modelling of a multi-span masonry arch bridge: Influence of soil compressibility on the structural response under vertical static loads 117
Guidance on the Design for Structural Robustness 115
UHPFRC as Low-Carbon Solution for Bridge Rehabilitation: The Case Study of Annone Overpass 115
An innovative passive control technique for industrial precast buildings 115
Materiali cementizi ad alte prestazioni per mitigare il rischio di azioni eccezionali nei tunnel 114
Wind Tower FRC Foundations: Research and Design 114
A preliminary investigation for accidental load design of a submerged floating tube bridges 111
Non-linear dynamic analyses of an RC frame building collapsed during L'AQUILA 2009 earthquake 110
Application of the tying force method in the design of alternative load paths in post-and-beam timber structures: A case building 109
Validation of a Computational Approach to Predict Bursting Pressure of Scored Steel Plates 107
Numerical simulation of shaking table tests on reinforced concrete shear walls 106
Pressure-impulse diagrams for SFRC underground tunnels 104
On the evaluation of the structural redistribution factor in FRC design: a yield line approach 104
Experimental investigation on the structural response of RC slabs subjected to combined fire and blast 104
Solution of Simple Reference Cases 103
State-of-the-art on impact and explosion behaviour of concrete structures: report of RILEM TC 288-IEC 103
Mineral-Phenolic Foam for Blast Mitigation 103
R/C SLABS SUBJECTED TO FIRE AND BLAST 103
Short Notes on Kinematic Analysis 102
Pressure–impulse diagrams for RC and FRC circular plates under blast loads 101
SMART 2008: Overview, synthesis and lessons learned from the International Benchmark 99
Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations 99
Limits of Current Design Approaches in the Analysis of Wind Turbine Foundations 94
TUNNEL DESIGN IN CASE OF INTERNAL EXPLOSION: TRADITIONAL VS SEGMENT SOLUTION 94
Preface 93
Vulnerability and retrofitting of torsionally deformable RC buildings: A case study 91
Heated reinforced concrete slabs subjected to blast load: Experimental and numerical results 90
Quantification of modeling uncertainties based on the blind prediction contest submissions 89
Solution of Complex Frames 87
Flexural behaviour of precast prestressed wing-shaped roof members with second order effects 87
The role of history in the structural assessment of a multi-span masonry arch bridge 87
Structural Aspects of the Collapse of a RC Half-Joint Bridge: Case of the Annone Overpass 87
Numerical Approaches Aimed at a Sustainable Design: The Case of Wind Tower Foundations 86
Material Characterization Approach for Modeling High-Strength Concrete after Cooling from Elevated Temperatures 86
Seismic modelling of a strategic building: influence of infill walls 84
SMART 2008: Shaking table tests on an asymmetrical reinforced concrete structure and seismic margins assessment 84
On the reliability of the design approach for FRC structures according to fib Model Code 2010: the case of elevated slabs 84
FRC Hybrid slabs: Reliability of model code approaches 84
Robustness of RC girder bridges: The case of half-joint bridges 83
Numerical simulation of the shaking table test of a full scale, seven story shear wall specimen 83
Modeling and analysis of the Camus I RC shear wall 82
Simulation of the shaking table test of a seven-story shear wall building 80
Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs 79
Role of the tensile constitutive modeling on the structural response of fiber reinforced concrete flat slabs: A numerical study 79
On the design response of a FRC statically undetermined structure 78
Robustness assessment of half-joint RC girder bridges 77
Numerical simulation of the shaking table test of a seven story RC shear wall structure 76
SEISMIC RETROFITTING OF A 14-STOREY Y-SHAPE HOSPITAL IN NORTHERN ITALY 75
The structural redistribution coefficient KRd: a numerical approach to its evaluation 75
Seismic retrofitting of a strategic building using rc links at roof joints 74
Macro-scale modelling for the seismic analysis: a case study. 74
Reinforced concrete dapped‐end beams for existing bridges: Reliability of finite element models 71
Fatigue Simulation of RC and R/FRC Wind Turbine Foundations for Lifespan Extension 70
Validation and application of rational tying method for robustness design of post-and-beam timber buildings 69
Review of the current knowledge on the seismic behaviour of composite floors with reinforced concrete pre-slabs 68
Failure characteristics of reinforced concrete circular slabs subsequently subjected to fire exposure and static load: An experimental study 67
Micro-meso-macro scale modelling and analysis of the Camus 1 RC shear wall 64
SDOF models for RC and FRC circular plates under blast loads 61
Protective potential of high-contrast mineral-bonded layers on reinforced concrete slabs subjected to uniform shock waves 60
Structural response of FRC onshore wind turbine shallow foundations: a numerical investigation 58
Resistenza allo scoppio di conci di tunnel ad alte prestazioni 58
UNA NUOVA APPARECCHIATURA SPERIMENTALE PER LA SICUREZZA DEI TUNNEL INTERRATI 55
Pressure–impulse diagrams of RC beams considering fire–blast interaction 45
The influence of nonlinear modelling on robustness quantification: a case study of bridges 7
Robustness assessment of half-joint RC girder bridges under corrosion 1
Totale 11.455
Categoria #
all - tutte 34.897
article - articoli 16.013
book - libri 456
conference - conferenze 17.135
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.293
Totale 69.794


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021459 0 0 0 0 0 0 93 51 42 71 100 102
2021/2022697 31 53 57 42 57 42 41 42 54 44 82 152
2022/20231.077 103 82 49 85 100 83 45 92 117 172 88 61
2023/2024654 36 85 64 39 65 70 47 79 18 52 29 70
2024/20251.996 34 45 63 94 233 75 166 233 309 159 286 299
2025/20264.175 1.048 1.214 400 644 392 308 169 0 0 0 0 0
Totale 11.455