RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

MARTINELLI, PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 6.581
EU - Europa 4.682
AS - Asia 3.578
SA - Sud America 678
Continente sconosciuto - Info sul continente non disponibili 148
AF - Africa 131
OC - Oceania 25
Totale 15.823
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Nazione #
US - Stati Uniti d'America 6.356
IT - Italia 1.747
RU - Federazione Russa 1.379
SG - Singapore 1.168
CN - Cina 920
BR - Brasile 544
VN - Vietnam 512
GB - Regno Unito 271
KR - Corea 204
JP - Giappone 189
DE - Germania 173
FR - Francia 151
CA - Canada 125
ES - Italia 116
FI - Finlandia 114
AT - Austria 112
NL - Olanda 108
HK - Hong Kong 99
IN - India 93
UA - Ucraina 89
IE - Irlanda 87
BE - Belgio 57
SE - Svezia 55
CH - Svizzera 54
MY - Malesia 54
ID - Indonesia 49
AR - Argentina 47
MX - Messico 45
PL - Polonia 42
BD - Bangladesh 41
MA - Marocco 39
IR - Iran 35
IQ - Iraq 31
ZA - Sudafrica 30
PH - Filippine 29
CO - Colombia 26
AU - Australia 22
TR - Turchia 21
TW - Taiwan 21
EC - Ecuador 17
AE - Emirati Arabi Uniti 15
GR - Grecia 15
HR - Croazia 14
PK - Pakistan 14
TH - Thailandia 14
CI - Costa d'Avorio 13
DK - Danimarca 13
UZ - Uzbekistan 13
CZ - Repubblica Ceca 12
PT - Portogallo 12
VE - Venezuela 12
CR - Costa Rica 10
JM - Giamaica 10
NO - Norvegia 10
RO - Romania 10
CL - Cile 9
LT - Lituania 9
TT - Trinidad e Tobago 9
IL - Israele 8
JO - Giordania 8
KE - Kenya 8
PY - Paraguay 8
BJ - Benin 7
BO - Bolivia 6
HU - Ungheria 6
NG - Nigeria 6
AL - Albania 5
AZ - Azerbaigian 5
BG - Bulgaria 5
EG - Egitto 5
GT - Guatemala 5
NP - Nepal 5
SA - Arabia Saudita 5
TN - Tunisia 5
GH - Ghana 4
HN - Honduras 4
KG - Kirghizistan 4
PA - Panama 4
PE - Perù 4
UY - Uruguay 4
CU - Cuba 3
EU - Europa 3
LK - Sri Lanka 3
MO - Macao, regione amministrativa speciale della Cina 3
NI - Nicaragua 3
RS - Serbia 3
SN - Senegal 3
SV - El Salvador 3
XK - ???statistics.table.value.countryCode.XK??? 3
AM - Armenia 2
AO - Angola 2
BA - Bosnia-Erzegovina 2
DZ - Algeria 2
KZ - Kazakistan 2
LI - Liechtenstein 2
LV - Lettonia 2
MU - Mauritius 2
NZ - Nuova Zelanda 2
PS - Palestinian Territory 2
SI - Slovenia 2
Totale 15.656
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Città #
Ashburn 1.064
Singapore 702
San Jose 627
Milan 427
Fairfield 349
Chandler 313
Council Bluffs 247
Woodbridge 237
Boardman 197
Houston 197
Seoul 190
Moscow 188
Wilmington 182
Hefei 177
Tokyo 171
Seattle 156
Ho Chi Minh City 135
Beijing 132
Ann Arbor 125
Cambridge 124
The Dalles 122
Santa Clara 120
Rome 111
Hanoi 110
Dallas 102
Vienna 97
Málaga 94
Jinan 90
Los Angeles 88
Lauterbourg 85
Dublin 78
Dearborn 77
Piscataway 69
Hong Kong 67
Lawrence 63
North Charleston 62
Turin 56
Helsinki 55
London 55
Jacksonville 53
Dong Ket 52
Kuala Lumpur 51
Phoenix 49
New York 46
Ottawa 43
Buffalo 40
Princeton 36
Chicago 35
São Paulo 35
Amsterdam 34
Frankfurt am Main 34
Brescia 33
Medford 33
Redwood City 33
Columbus 32
Naples 31
Casablanca 30
Las Vegas 30
Guangzhou 29
Shanghai 29
Des Moines 27
Orem 24
Rio de Janeiro 24
Kent 23
Montreal 23
San Diego 23
Segrate 23
Bern 21
Brooklyn 21
Jakarta 21
Menlo Park 21
Delft 19
Warsaw 19
Bologna 18
Edinburgh 18
Florence 18
Taipei 18
Da Nang 17
Brussels 16
Liège 16
Mexico City 16
Queens 16
Glasgow 15
Haiphong 15
Manchester 15
Salt Lake City 15
Atlanta 14
Belo Horizonte 14
Campinas 14
Collecchio 14
Modena 14
Palermo 14
Abidjan 13
Nanjing 13
Tashkent 13
Bangkok 12
Bari 12
Bergamo 12
Busto Arsizio 12
Changsha 12
Totale 9.014
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Nome #
The technical causes of the collapse of Annone overpass on SS.36 887
Annone overpass: assessment of reinforcement damage effects on collapse 334
Control procedure to check the σ–ω relationship used to design a SFRC slab 282
Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy) 279
A New Shock Tube Facility for Tunnel Safety 268
A design approach for tunnels exposed to blast and fire 267
Performance of a shock tube facility for impact response of structures 260
A Design Approach to Evaluate the Load-Carrying Capacity of Reinforced Concrete Slabs Considering Tensile Membrane Action 258
Experimental tests on shallow foundations of onshore wind turbine towers 257
Dynamic response and energy absorption of mineral-phenolic foam subjected to shock loading 244
Experimental Characterization and Numerical Investigation on the Azzone Visconti Bridge in Lecco (Italy) 233
A SFRC Slab For A Residential Building In Erba, Italy 230
An innovative passive control technique for industrial precast frames 213
Application of an analytical method for the design for robustness of RC flat slab buildings 211
A numerical approach for the evaluation of the structural redistribution coefficient KRd 203
Fibre Reinforced Concrete as a sustainable choice in Civil Engineering 200
Numerical validation of a dowel action triple-block test set-up 197
UHPFRC as Low-Carbon Solution for Bridge Rehabilitation: The Case Study of Annone Overpass 196
A preliminary investigation for accidental load design of a submerged floating tube bridges 194
Blast and Fire Design of Precast Layered FRC Tunnel Segments 193
SULLA DETERMINAZIONE DEL COEFFICIENTE DI RIDISTRIBUZIONE STRUTTURALE KRd PER STRUTTURE IN CALCESTRUZZO FIBRORINFORZATO 189
Bearing Capacity Assessment of RC Flat Slab Frame Structures 185
Characterization tests for predicting the mechanical performance of SFRC floors: design considerations 184
Performance of fiber beam-column elements in the seismic analysis of a lightly reinforced shear wall 183
Wind Tower FRC Foundations: Research and Design 180
Seismic Assessment of a 14th-Century Stone Arch Bridge: Role of Soil-Structure Interaction 172
Application of the tying force method in the design of alternative load paths in post-and-beam timber structures: A case building 171
Structural Aspects of the Collapse of a RC Half-Joint Bridge: Case of the Annone Overpass 166
Numerical Simulation of the Partial Seismic Collapse of a 1960s RC Building 165
Three-dimensional modelling of a multi-span masonry arch bridge: Influence of soil compressibility on the structural response under vertical static loads 162
On the blast resistance of high performance tunnel segments 162
Guidance on the Design for Structural Robustness 161
Characterization tests for predicting the mechanical performance of SFRC floors: identification of fibre distribution and orientation effects 161
On the Mitigation of the Risk of Prefabricated Tunnel Linings: the ACCIDENT Project 160
Underground tunnels exposed to internal blast: Effect of the explosive source position 160
Solution of Complex Frames 159
State-of-the-art on impact and explosion behaviour of concrete structures: report of RILEM TC 288-IEC 158
HPFRC TUNNEL SEGMENTS TO MITIGATE THE RISK OF EXCEPTIONAL LOADS 158
Assessment of A R/C Structure Subjected To High Corrosion 157
Layered high-performance concrete plates interacting with granular soil under blast loads: an experimental investigation 157
An innovative passive control technique for industrial precast buildings 154
Materiali cementizi ad alte prestazioni per mitigare il rischio di azioni eccezionali nei tunnel 153
L'effetto della modellazione nella predizione della risposta sismica della parete a taglio CAMUS I 150
Solution of Simple Reference Cases 149
Fiber element modeling of the CAMUS I RC shear wall 149
Validation of a Computational Approach to Predict Bursting Pressure of Scored Steel Plates 149
Mineral-Phenolic Foam for Blast Mitigation 148
Short Notes on Kinematic Analysis 146
Flexural behaviour of precast prestressed wing-shaped roof members with second order effects 146
R/C SLABS SUBJECTED TO FIRE AND BLAST 146
Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations 145
Heated reinforced concrete slabs subjected to blast load: Experimental and numerical results 141
TUNNEL DESIGN IN CASE OF INTERNAL EXPLOSION: TRADITIONAL VS SEGMENT SOLUTION 140
Seismic modelling of a strategic building: influence of infill walls 139
Limits of Current Design Approaches in the Analysis of Wind Turbine Foundations 138
Vulnerability and retrofitting of torsionally deformable RC buildings: A case study 137
Preface 136
Robustness assessment of half-joint RC girder bridges 136
Pressure-impulse diagrams for SFRC underground tunnels 136
Non-linear dynamic analyses of an RC frame building collapsed during L'AQUILA 2009 earthquake 136
Experimental investigation on the structural response of RC slabs subjected to combined fire and blast 135
The role of history in the structural assessment of a multi-span masonry arch bridge 132
Robustness of RC girder bridges: The case of half-joint bridges 131
On the evaluation of the structural redistribution factor in FRC design: a yield line approach 131
Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs 128
Numerical Approaches Aimed at a Sustainable Design: The Case of Wind Tower Foundations 127
Numerical simulation of shaking table tests on reinforced concrete shear walls 127
Quantification of modeling uncertainties based on the blind prediction contest submissions 126
Fatigue Simulation of RC and R/FRC Wind Turbine Foundations for Lifespan Extension 125
SEISMIC RETROFITTING OF A 14-STOREY Y-SHAPE HOSPITAL IN NORTHERN ITALY 124
SMART 2008: Overview, synthesis and lessons learned from the International Benchmark 124
Numerical simulation of the shaking table test of a full scale, seven story shear wall specimen 123
Pressure–impulse diagrams for RC and FRC circular plates under blast loads 123
The structural redistribution coefficient KRd: a numerical approach to its evaluation 123
Role of the tensile constitutive modeling on the structural response of fiber reinforced concrete flat slabs: A numerical study 121
Reinforced concrete dapped‐end beams for existing bridges: Reliability of finite element models 117
FRC Hybrid slabs: Reliability of model code approaches 114
Seismic retrofitting of a strategic building using rc links at roof joints 111
Modeling and analysis of the Camus I RC shear wall 110
Macro-scale modelling for the seismic analysis: a case study. 109
On the design response of a FRC statically undetermined structure 109
On the reliability of the design approach for FRC structures according to fib Model Code 2010: the case of elevated slabs 108
Material Characterization Approach for Modeling High-Strength Concrete after Cooling from Elevated Temperatures 108
Validation and application of rational tying method for robustness design of post-and-beam timber buildings 106
SMART 2008: Shaking table tests on an asymmetrical reinforced concrete structure and seismic margins assessment 105
Failure characteristics of reinforced concrete circular slabs subsequently subjected to fire exposure and static load: An experimental study 105
Structural response of FRC onshore wind turbine shallow foundations: a numerical investigation 102
Protective potential of high-contrast mineral-bonded layers on reinforced concrete slabs subjected to uniform shock waves 102
Simulation of the shaking table test of a seven-story shear wall building 102
Pressure–impulse diagrams of RC beams considering fire–blast interaction 101
Numerical simulation of the shaking table test of a seven story RC shear wall structure 100
Review of the current knowledge on the seismic behaviour of composite floors with reinforced concrete pre-slabs 99
Micro-meso-macro scale modelling and analysis of the Camus 1 RC shear wall 84
Resistenza allo scoppio di conci di tunnel ad alte prestazioni 83
The influence of nonlinear modelling on robustness quantification: a case study of bridges 82
UNA NUOVA APPARECCHIATURA SPERIMENTALE PER LA SICUREZZA DEI TUNNEL INTERRATI 82
SDOF models for RC and FRC circular plates under blast loads 76
Robustness assessment of half-joint RC girder bridges under corrosion 48
Impact of half‐joint failures on RC girder bridges: A robustness quantification study 30
Totale 15.823
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Categoria #
all - tutte 44.837
article - articoli 20.183
book - libri 689
conference - conferenze 22.214
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.751
Totale 89.674
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022613 0 0 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
2025/20267.529 1.048 1.214 400 644 392 308 1.183 430 447 608 253 602
2026/20271.014 214 229 571 0 0 0 0 0 0 0 0 0
Totale 15.823