IRIS
SILVA MOURA PINHO, RUI JORGE
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 12.158
AS - Asia 9.100
EU - Europa 7.416
SA - Sud America 1.102
Continente sconosciuto - Info sul continente non disponibili 336
AF - Africa 323
OC - Oceania 27
Totale 30.462
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 11.838
CN - Cina 4.432
SG - Singapore 1.987
IE - Irlanda 1.348
UA - Ucraina 1.298
IT - Italia 898
HK - Hong Kong 850
DE - Germania 815
BR - Brasile 775
FI - Finlandia 751
VN - Vietnam 749
RU - Federazione Russa 638
FR - Francia 506
GB - Regno Unito 397
SE - Svezia 384
IN - India 245
CA - Canada 166
ZA - Sudafrica 139
TR - Turchia 126
BD - Bangladesh 120
AR - Argentina 98
MX - Messico 80
IQ - Iraq 71
IR - Iran 60
CO - Colombia 57
EG - Egitto 55
EC - Ecuador 54
JP - Giappone 52
ID - Indonesia 51
NL - Olanda 50
ES - Italia 46
PK - Pakistan 44
PT - Portogallo 44
PL - Polonia 43
PH - Filippine 42
UZ - Uzbekistan 35
BE - Belgio 34
DZ - Algeria 31
SA - Arabia Saudita 31
PE - Perù 27
MA - Marocco 26
VE - Venezuela 25
JO - Giordania 23
KE - Kenya 22
CL - Cile 21
RO - Romania 21
UY - Uruguay 21
MY - Malesia 20
AT - Austria 18
CR - Costa Rica 17
GR - Grecia 17
PY - Paraguay 16
CH - Svizzera 15
SI - Slovenia 15
AU - Australia 14
KR - Corea 14
AE - Emirati Arabi Uniti 13
DK - Danimarca 13
LK - Sri Lanka 12
NZ - Nuova Zelanda 12
TN - Tunisia 12
KZ - Kazakistan 11
NP - Nepal 11
PA - Panama 11
EU - Europa 10
IL - Israele 10
JM - Giamaica 9
GT - Guatemala 8
LT - Lituania 8
PS - Palestinian Territory 8
TH - Thailandia 8
AL - Albania 7
AM - Armenia 7
AZ - Azerbaigian 7
GE - Georgia 7
HR - Croazia 7
SY - Repubblica araba siriana 7
BG - Bulgaria 6
CZ - Repubblica Ceca 6
ET - Etiopia 6
LB - Libano 6
QA - Qatar 6
XK - ???statistics.table.value.countryCode.XK??? 6
KG - Kirghizistan 5
LU - Lussemburgo 5
LV - Lettonia 5
ML - Mali 5
NO - Norvegia 5
SN - Senegal 5
TW - Taiwan 5
BH - Bahrain 4
BO - Bolivia 4
DO - Repubblica Dominicana 4
HN - Honduras 4
MN - Mongolia 4
MU - Mauritius 4
OM - Oman 4
AO - Angola 3
BY - Bielorussia 3
CU - Cuba 3
Totale 30.078
Salva come PNG Salva come JPEG
Città #
Chandler 1.563
Jacksonville 1.476
Dublin 1.342
San Jose 1.220
Nanjing 1.050
Ashburn 952
Singapore 929
Hong Kong 818
Dallas 806
Boardman 524
Beijing 472
Nanchang 460
Council Bluffs 426
Princeton 353
Lawrence 329
Wilmington 325
Lauterbourg 317
Hebei 315
Shenyang 313
Jiaxing 274
Changsha 273
Ho Chi Minh City 264
Los Angeles 249
Hanoi 185
Ann Arbor 184
Tianjin 182
Hangzhou 180
Helsinki 173
Milan 138
Buffalo 129
Redondo Beach 127
Moscow 124
Medford 118
Johannesburg 114
Santa Clara 88
Woodbridge 82
New York 75
Des Moines 73
São Paulo 69
Toronto 69
Shanghai 67
Munich 59
Verona 56
Chennai 47
Frankfurt am Main 47
Houston 47
Norwalk 47
Orem 45
Fairfield 42
Da Nang 40
Seattle 40
Ankara 39
Rome 39
Montreal 38
Tokyo 37
Brooklyn 34
San Francisco 34
Guangzhou 33
Mexico City 33
Tashkent 33
Brussels 32
Warsaw 32
Bologna 30
Falkenstein 30
Kunming 29
Turku 27
Chicago 26
Florence 26
Istanbul 26
London 26
Ningbo 26
Zhengzhou 26
Baghdad 25
Haiphong 25
Rio de Janeiro 25
Taizhou 25
Guayaquil 24
Mumbai 24
Columbus 23
Naples 23
Amman 21
Atlanta 21
Nairobi 21
Montevideo 20
Tehran 20
Cairo 19
Dearborn 19
Washington 19
Amsterdam 18
Bari 18
Denver 18
Manchester 18
Pavia 18
Auburn Hills 17
Dhaka 17
Phoenix 17
Jeddah 16
Jinan 16
Nuremberg 16
Stockholm 16
Totale 18.912
Salva come PNG Salva come JPEG
Nome #
Analisi e verifica sismica di serbatoi pensili a traliccio esistenti in cemento armato 309
Development of seismic vulnerability assessment methodologies over the past 30 years 247
SP-BELA: Un methodo meccanico per la definizione della vulnerabilità basato su analisi pushover semplificate 233
Structural characteristics of Turkish RC building stock in Northern Marmara Region for loss assessment applications 182
Implementation and Verification of a Masonry Panel Model for Nonlinear Pseudo-dynamic Analysis of Infilled RC Frames 181
Adaptive pushover-based methods for seismic assessment and design of bridge structures 168
A fibre flexure-shear model for cyclic nonlinear behaviour of RC structural elements 164
An introduction to structural testing techniques in earthquake engineering 161
A methodology for seismic vulnerability of masonry arch bridge walls 154
Blind prediction of a full-scale RC bridge column tested under dynamic conditions 154
Dynamic collapse testing of a full-scale four storey RC frame 152
A displacement-based adaptive pushover for assessment of buildings and bridges 151
Displacement-based earthquake loss assessment: method development and application to Turkish building stock 150
A comparative study of displacement, force and pushover-based approaches for design of continuous span bridges 149
An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action 148
Flexure-shear fiber beam-column elements for modeling frame structures under seismic loading - state of the art 145
A comparison of single-run pushover analysis techniques for seismic assessment of bridges 145
Assessment of continuous span bridges through nonlinear static procedures 134
A fibre flexure-shear model for seismic analysis of RC framed structures 134
A displacement-based adaptive pushover for seismic assessment of steel and reinforced concrete buildings 133
A pile-head macro-element approach to seismic design of extended pile-shaft-supported bridges 133
Adaptive approaches for assessment of structures subjected to earthquake actions 132
A comparison of seismic risk maps for Italy 128
An adaptive capacity spectrum method and other nonlinear static procedures applied to the seismic assessment of bridges 125
Shake-table response simulation of a URM building specimen using discrete micro-models with varying degrees of detail 124
Pseudo-dynamic tests on non-seismic resisting RC frames (bare and selective retrofit frames) 123
On the development of seismic design forces for flexible floor diaphragms in reinforced concrete wall buildings 123
Adapting earthquake actions in Eurocode 8 for performance-based seismic design 122
A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation 121
Criteri di progettazione antisismica degli edifici 119
Approcci innovativi per la progettazione sismica del South Crossing Bridge in Guayaquil Ecuador 118
A displacement-based adaptive pushover algorithm for assessment of vertically irregular frames 117
Application of an adaptive version of the capacity spectrum method to seismic design and assessment of bridges 117
3D irregular SPEAR building’s assessment using Nonlinear Static Procedures 117
Revisione critica e modellazione della sequenza di costruzione del viadotto sul Polcevera 117
A fibre-based frame element with explicit consideration of bond-slip effects 114
Studio di possibili meccanismi di collasso del viadotto sul Polcevera dell’Autostrada A10 Genova-Savona 114
Flexure-shear fibre beam-column element for modelling of structures under seismic loading 114
Una versione adattiva del capacity spectrum method 113
A simplified approach to displacement-based earthquake loss estimation analysis 111
Cyclic nonlinear behaviour of reinforced concrete planar frames accounting for flexure-shear interaction 110
Explicit collapse analysis of the Morandi bridge using the AEM 110
Development of a fibre flexure-shear model for seismic analysis of RC framed structures 109
Evaluation of Nonlinear Static Procedures in the assessment of building frames 109
An Adaptive capacity spectrum method for assessment of bridges subjected to earthquake action 109
A prioritization scheme for seismic intervention in school buildings in Italy 108
A risk-mitigation approach to the management of induced seismicity 107
Comparison of two mechanics-based methods for simplified structural analysis in vulnerability assessment 107
Metodologia per definire le priorità e le tempistiche necessarie all’intervento sismico nelle scuole in Italia 106
Progettazione sismica di un ponte strallato di grande luce: il South Crossing Bridge in Guayaquil, Ecuador 106
Force-based higher-order beam element with flexural-shear-torsional interaction in 3D frames. Part II: Applications 105
Using basic principles of mechanics of materials to assess earthquake-induced losses of large geographical areas 105
Deriving vulnerability curves using Italian earthquake damage data 104
Assessment of seismic response of bridges using nonlinear static analyses 103
Shake Table Testing of Voltage and Current Transformers and Numerical Derivation of Corresponding Fragility Curves 102
Structural characterisation of turkish R/C buiding stock for loss assessment applications 102
A brief overview of the past, present and future of the Global Earthquake Model (GEM) Foundation 101
Evaluation of fibre element models through comparison with shaking table results 101
Numerical issues in distributed inelasticity modelling of RC frame elements for seismic analysis 101
Evaluation of analytical methodologies used to derive vulnerability functions 100
Development and verification of a fully adaptive pushover procedure 99
Dal terremoto di Messina 1908 alla valutazione di scenari di danno nel 2008 99
Proposal for a new structure-dependent displacement-based intensity measure 99
LESSLOSS – A European Integrated Project on risk mitigation for earthquakes and landslides 99
3D Pushover analysis for evaluating torsional effect ofRC structures 99
Modellazione della risposta taglio-flessione di elementi strutturali inCA soggetti a carico ciclico 99
Once upon a Time in Italy: The Tale of the Morandi Bridge 99
How detailed should your masonry model be? 99
Assessing global earthquake risks: the Global Earthquake Model (GEM) initiative 98
Displacement-based earthquake loss assessment for an earthquake scenario in Istanbul 98
A probabilistic model to evaluate options for mitigating induced seismic risk 98
A database of ground motion recordings, site profiles, and amplification factors from the Groningen gas field in the Netherlands 97
Investigation of the characteristics of Portuguese regular moment-frame RC buildings and development of a vulnerability model 97
Pushover analysis of FRP-retrofitted existing RC frame structures 97
Mappe di rischio sismico a scala nazionale con dati aggiornati sulla pericolosità sismica di base locale 97
Seismic demand estimation of RC frame buildings based on simplified and nonlinear dynamic analyses 97
Seismic Design of cable-stayed bridges. The South Crossing Bridge in Guayaquil, Ecuador 97
Seismic response of continuous span bridges through fibre-based finite element analysis 96
Analisi pushover adattiva in spostamento 96
Determination of equivalent SDOF characteristics of 3D dual RC structures 95
Displacement-based earthquake loss assessment for an earthquake scenario in Istanbul 95
Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled RC frames 95
Seismic risk assessment for mainland Portugal 94
Earthquake loss estimation of residential buildings in Pakistan 94
Comparative nonlinear soil-structure interaction analyses using macro-element and soil-block modelling approaches 93
Force-based higher-order beam element with flexural–shear–torsional interaction in 3D frames. Part I: Theory 93
The impact of epistemic uncertainty on an earthquake loss model 93
Displacement-based adaptive pushover 93
Period-height and displacement capacity equations for embedded beam structures 93
Detailed assessment of structural characteristics of Turkish RC building stock for loss assessment models 92
Failure analysis of the impact of a falling object on a bridge deck 91
Nonlinear dynamic analysis of structures subjected to seismic action 91
Comparison between equilibrium- and displacement-based element formulations for nonlinear analysis for RC framed structures 91
Displacement based methods to predict earthquake damage at variable geographical scales 91
Verification of Nonlinear Static Procedures for a 3D plan-irregular building in Turkey 91
Using nonlinear static procedures for seismic assessment of irregular viaducts 91
Development of computer software for Direct Displacement Based Design 91
Sensitivity and uncertainty in earthquake loss models: a case for open-source software 90
Pushover versus incremental dynamic analyses 90
Development of a 3D force-based beam element for nonlinear analysis of RC frame structures considering flexure-shear coupling 90
Totale 11.698
Salva come PNG Salva come JPEG
Categoria #
all - tutte 126.949
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 126.949
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.258 0 13 65 12 23 35 30 93 102 49 203 633
2022/20234.320 552 229 56 385 465 525 15 252 1.628 48 104 61
2023/20241.433 132 255 124 125 147 355 68 78 13 76 27 33
2024/20253.769 65 437 130 182 116 154 125 351 871 89 347 902
2025/20269.719 664 855 1.054 1.020 1.074 452 1.862 484 745 764 460 285
2026/2027700 171 529 0 0 0 0 0 0 0 0 0 0
Totale 30.462