BRISEGHELLA, BRUNO
 Distribuzione geografica
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Continente #
AS - Asia 14.213
NA - Nord America 7.538
EU - Europa 3.440
SA - Sud America 1.631
AF - Africa 225
OC - Oceania 22
Totale 27.069
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Nazione #
US - Stati Uniti d'America 7.262
CN - Cina 5.945
SG - Singapore 3.424
HK - Hong Kong 1.946
BR - Brasile 1.262
KR - Corea 976
GB - Regno Unito 871
VN - Vietnam 856
IT - Italia 785
FR - Francia 298
RU - Federazione Russa 292
SE - Svezia 221
DE - Germania 219
IN - India 199
FI - Finlandia 148
ID - Indonesia 131
NL - Olanda 123
AR - Argentina 117
CA - Canada 109
BD - Bangladesh 105
LT - Lituania 101
MX - Messico 91
IQ - Iraq 84
EC - Ecuador 57
TR - Turchia 56
PH - Filippine 55
JP - Giappone 54
ZA - Sudafrica 53
IE - Irlanda 51
PK - Pakistan 51
UA - Ucraina 50
PE - Perù 43
AE - Emirati Arabi Uniti 42
CO - Colombia 39
NP - Nepal 38
MA - Marocco 37
ES - Italia 36
SA - Arabia Saudita 36
VE - Venezuela 36
PL - Polonia 33
CL - Cile 31
IR - Iran 29
CZ - Repubblica Ceca 27
KE - Kenya 27
PY - Paraguay 27
AT - Austria 26
SM - San Marino 25
GR - Grecia 22
TW - Taiwan 22
UZ - Uzbekistan 22
EG - Egitto 20
AU - Australia 18
JO - Giordania 18
MY - Malesia 18
TN - Tunisia 18
PT - Portogallo 17
AZ - Azerbaigian 16
BG - Bulgaria 16
DZ - Algeria 15
TH - Thailandia 13
CR - Costa Rica 11
RO - Romania 11
UY - Uruguay 11
DO - Repubblica Dominicana 10
IL - Israele 9
KH - Cambogia 9
AL - Albania 8
BO - Bolivia 8
HN - Honduras 8
JM - Giamaica 8
KZ - Kazakistan 8
OM - Oman 8
PA - Panama 8
TT - Trinidad e Tobago 8
CH - Svizzera 7
NI - Nicaragua 7
NO - Norvegia 7
EE - Estonia 6
ET - Etiopia 6
KG - Kirghizistan 6
AO - Angola 5
CY - Cipro 5
GT - Guatemala 5
HR - Croazia 5
LB - Libano 5
MD - Moldavia 5
SI - Slovenia 5
SN - Senegal 5
BE - Belgio 4
BH - Bahrain 4
CI - Costa d'Avorio 4
MM - Myanmar 4
NG - Nigeria 4
NZ - Nuova Zelanda 4
AM - Armenia 3
BW - Botswana 3
HU - Ungheria 3
KW - Kuwait 3
LY - Libia 3
ML - Mali 3
Totale 27.005
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Città #
Hefei 3.452
Hong Kong 1.882
Singapore 1.829
Santa Clara 1.571
Ashburn 1.095
Seoul 952
San Jose 743
London 613
Beijing 458
The Dalles 408
Ho Chi Minh City 293
Los Angeles 281
Chicago 228
Lauterbourg 212
Kent 204
Hanoi 197
Nyköping 191
Chandler 161
Helsinki 122
Buffalo 114
Shanghai 110
New York 106
Moscow 105
Council Bluffs 95
São Paulo 94
Dallas 93
Fairfield 89
Jakarta 85
Salt Lake City 85
Milan 76
Rome 72
Columbus 64
Amsterdam 59
Frankfurt am Main 57
Munich 57
Seattle 50
Dublin 49
Guangzhou 47
Washington 47
Wilmington 47
Da Nang 44
Tampa 41
Hillsboro 40
Tokyo 39
Bologna 38
Elk Grove Village 38
Redondo Beach 38
Southend 38
Woodbridge 37
Haiphong 36
Rio de Janeiro 36
Brasília 35
Houston 33
Lima 32
Orem 31
Naples 30
Atlanta 29
Brooklyn 29
Changsha 29
Nuremberg 29
Belo Horizonte 27
Kilburn 26
Mexico City 26
Cambridge 25
Curitiba 25
Paris 24
San Marino 24
Johannesburg 23
Wuhan 23
Baghdad 22
Bristol 22
Brno 22
Dhaka 22
Nairobi 22
Tianjin 22
Toronto 22
Warsaw 22
San Francisco 21
Lappeenranta 20
Sterling 20
Tashkent 20
Turin 20
Manchester 19
Phoenix 19
Chennai 18
Santiago 18
Guayaquil 17
Modena 17
Montreal 17
Salvador 17
Biên Hòa 16
Quito 16
Riyadh 16
Chongqing 15
Denver 15
Miami 15
Porto Alegre 15
Amman 14
Campinas 14
Detroit 14
Totale 17.987
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Nome #
A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements 330
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 227
Damage-Based Hysteresis Bouc-Wen Model for Reinforced Concrete Elements 194
A degrading bouc-wen data-driven model for the cyclic behavior of masonry infilled RC frames 190
Longitudinal Joint Performance of a Concrete Hollow Core Slab Bridge 189
Integral abutment bridges: Investigation of seismic soil-structure interaction effects by shaking table testing 184
Structural stress analyses of long-span railway extradosed cable-stayed bridge based on reasonable construction state 182
A resilience-based model for the seismic assessment of the functionality of road networks affected by bridge damage and restoration 172
Research on dynamic characteristics and seismic performance of jointless bridges 172
Development and Validation of New Bouc-Wen Data-Driven Hysteresis Model for Masonry Infilled RC Frames 171
Effects of Excitation Bandwidth on Damping Reduction Factor 167
Degrading bouc-wen model parameters identification under cyclic load 166
Analytical formulation for limit length of integral abutment bridges 165
Time-dependent cyclic behavior of reinforced concrete bridge columns under chlorides-induced corrosion and rebars buckling 165
Effect of pinching on structural resilience: performance of reinforced concrete and timber structures under repeated cycles 164
Relevant outcomes from the history of Polcevera Viaduct in Genova, from design to nowadays failure 163
Numerical analyses on flexural performance of prefabricated UHPC link slab 161
Analysis of dynamic characteristics of long-span railway extradosed bridge 161
An iterative multilevel updating scheme for vibration-based damage assessment of a prestressed concrete girder bridge 160
FRP Reinforcement to Retrofit Bridge Pier After Repair: Experimental Test Results 157
A discrete bond law for precast panels systems without reinforcement 156
Ultra-high-performance fibre-reinforced concrete jacket for the repair and the seismic retrofitting of Italian and Chinese RC bridges 156
Simplified Method to Calculate Average Cross-Section Temperature of Small Box Girder under Extreme Climate Conditions 154
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 154
A RAPID REPAIR AND RETROFITTING INTERVENTION FOR SEISMIC DAMAGED CHINESE BRIDGE USING FIBER REINFORCED CONCRETE SHAPED REBAR AND EXTERNAL CFRP OR STEEL WRAPPING 153
Seismic reassessment of the leaning tower of Pisa: Dynamic monitoring, site response, and SSI 151
A Heuristic Approach to Identify the Steel Grid Direction of R/C Slabs Using the Yield-Line Method for Analysis 151
Chinese high rise reinforced concrete building retrofitted with clt panels 149
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 149
IMPA versus Cloud Analysis and IDA: Different Methods to Evaluate Structural Seismic Fragility 149
Adaptive form-finding method for form-fixed spatial network structures 149
Application of topological optimization to bridge design 145
Application of the incremental modal pushover analysis to bridges subjected to near-fault ground motions 145
Review of ultra-high performance concrete and its application in bridge engineering 145
A probabilistic evaluation of an integral abutment bridge 143
Bridge pier corrosion in seismic areas: Forecasting, future behavior and assessment (key-note lecture) 142
Probabilistic Seismic Response Analysis on Continuous Bridges Under Near-Fault Ground Motions 142
Analysis on applicability of health monitoring techniques on a curved cable stayed bridge 141
Integral abutment bridge concept applied to the rehabilitation of a simply supported concrete structure 139
An innovative steel-concrete joint for integral abutment bridges 137
The Impact of Corrosion on the Seismic Assessment of Reinforced Concrete Bridge Piers 137
Influence of pattern corrosion on the time-dependent cyclic behavior of RC bridge columns 136
Advanced retrofitting techniques with hybrid use of carbon fibre and external post-tensioning: A case study 135
Seismic behaviour of isolated RC bridges subjected to asynchronous seismic input 135
Use of Plastic Correction Formula to Improve Accuracy of Welding Residual Stress Test with Blind-Hole Method 135
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges 134
Repair of reinforced concrete bridge columns subjected to chloride-induced corrosion with ultra-high performance fiber reinforced concrete 133
Cable optimization of a cable-stayed bridge based on genetic algorithms and the influence matrix method 131
Finite element analysis of reinforced concrete bridge piers including a flexure-shear interaction model 131
Seismic assessment of corroded concrete bridges using incremental modal pushover analysis 130
Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers 130
Investigation of a butterfly-arch stress-ribbon pedestrian bridge under ambient excitation: dynamic identification, FE modelling and parametric optimization 129
Vibration-based condition monitoring of a stress-ribbon pedestrian bridge 129
Experimental research on influence of debonding on circular CFST long columns subjected to eccentric load 128
Finite element model updating of a tied-arch bridge using Douglas-Reid method and Rosenbrock optimization algorithm 128
Effect of Pre-Hole Filled with High-Damping Material on the Inelastic Response Spectrum of Integral Abutment Bridges 127
RC column repaired with hpfrcc and confined with cfrp: numerical analyses to evaluate the column section capacity 126
Numerical analyses of joint with steel endplates, headed stud anchors and concrete cross-beam in continuous steel-concrete composite girder bridges 126
An improved equivalent linear model of seismic isolation system with bilinear behavior 125
Curved deck arch bridges supported by an inclined arch 124
Review on research of jointless bridges 124
Temperatures and gradients in concrete Bridges: Experimental, finite element analysis and design 123
Experiment and calculation on torsion bearing capacity of concrete composite box section with corrugated steel webs and steel truss webs 122
Structural robustness of an RC pier under repeated earthquakes 122
Quasi-static Test on Mechanical Behaviors of Pre-hole Isolation Pile-soil Interaction 121
Optimization of Calatrava bridge in Venice 121
Application of Jointless Bridges in China 119
Ultra-High performance concrete (UHPC) with polypropylene (Pp) and steel Fibres: Investigation on the high temperature behaviour 119
Temperature effect on the modal frequencies of a steel railway bridge 119
Tensegrity bridge with prestressed deck 118
Experimental study on joint resistance and failure modes of concrete filled steel tubular (CFST) truss girders 118
Attainment of an integral abutment bridge through the refurbishment of a simply supported structure 117
Research on effective temperature of T‐shaped girder for jointless bridges in China 117
Structural optimization of composite steel trussed-concrete beams 115
Prediction of fatigue life of a bolted joint in railway steel arch bridge using multiaxial fatigue criteria 115
Dynamic Monitoring of a Steel Footbridge Based on Computer Vision Techniques 115
Probabilistic seismic demand model for regular bridges based on the modified Park-Ang damage index 115
Experiment on debonding in concrete-filled steel single tube columns subjected to eccentrically loading 114
Optimum design of a hybrid isolation device for server racks using constrained differential evolution algorithm 114
Nonlinear static analysis by finite elements of a Fujian Hakka Tulou 114
Friction pendulum system as a retrofit technique for existing reinforced concrete building 114
Research on Seismic Behaviors of RC Circular Pier with Longitudinal Rebar of Reduced Diameter and CFRP Wrap 114
Optimal design criteria for form-finding of double-curved surfaces 113
Simplified linear static analysis for base-isolated buildings with friction pendulum systems 113
Italian national road authority IABs strategy 113
Seismic Assessment of Reinforced Concrete Frames: Influence of Shear-Flexure Interaction and Rebar Corrosion 112
Curved footbridges supported by a shell obtained through thrust network analysis 112
Structural Optimization of a Steel Arch Bridge with Genetic Algorithm 112
Bond slip model for generalized excitations 112
Comparative study on seismic design and check of piers by Chinese and European Codes 112
Vision-based approach for the static and dynamic monitoring of bridges 111
Optimum design of an arched truss under vertical and horizontal multi-load cases 111
Technical research on the seamlessness and continuity transformation of existing multi-span simply-supported hollow slab bridge 111
Probabilistic axial capacity model for concrete-filled steel tubes accounting for load eccentricity and debonding 111
Time-Dependent Analysis of Precast Segmental Bridges 110
Numerical simulation and simplified calculation of the effective slab width for composite cable-stayed bridges 109
Surface generation of asynchronous seismic signals for the seismic response analysis of bridges 109
Numerical analyses on tension behaviors of ultra-high performance concrete link slab for jointless bridges 109
Finite element thermo-mechanical analysis of concrete box-girders 108
Improved equivalent viscous damping model for base-isolated structures with lead rubber bearings 107
Totale 13.784
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Categoria #
all - tutte 145.361
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 145.361
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202141 0 0 0 0 0 0 0 0 0 15 20 6
2021/2022114 1 9 1 6 3 4 5 5 28 10 30 12
2022/20231.101 11 24 44 44 107 156 68 155 180 59 114 139
2023/20241.942 44 89 49 260 546 166 174 150 73 43 178 170
2024/20258.571 353 121 43 401 1.372 823 454 337 1.021 853 1.421 1.372
2025/202615.123 1.707 1.531 2.563 1.809 1.144 945 2.093 750 1.089 1.492 0 0
Totale 27.180