IRIS
MASI, Angelo
 Distribuzione geografica
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Continente #
NA - Nord America 18.158
AS - Asia 6.367
EU - Europa 6.155
Continente sconosciuto - Info sul continente non disponibili 556
SA - Sud America 463
AF - Africa 109
OC - Oceania 30
Totale 31.838
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Nazione #
US - Stati Uniti d'America 17.646
CN - Cina 2.391
IT - Italia 1.758
SG - Singapore 1.583
UA - Ucraina 1.365
VN - Vietnam 1.083
HK - Hong Kong 712
RU - Federazione Russa 550
DE - Germania 501
CA - Canada 415
FR - Francia 405
GB - Regno Unito 358
SE - Svezia 357
FI - Finlandia 348
BR - Brasile 340
IN - India 144
IE - Irlanda 115
NL - Olanda 101
TR - Turchia 96
BD - Bangladesh 76
JP - Giappone 58
PL - Polonia 55
MX - Messico 43
AR - Argentina 41
ES - Italia 37
BE - Belgio 34
KR - Corea 29
GR - Grecia 28
IQ - Iraq 28
ZA - Sudafrica 28
EC - Ecuador 27
EU - Europa 25
AU - Australia 24
RO - Romania 23
AT - Austria 21
IR - Iran 18
CO - Colombia 17
LT - Lituania 16
PT - Portogallo 16
PH - Filippine 14
PK - Pakistan 14
CZ - Repubblica Ceca 13
EG - Egitto 13
MA - Marocco 13
CR - Costa Rica 12
ID - Indonesia 12
SA - Arabia Saudita 12
SC - Seychelles 11
HR - Croazia 10
MY - Malesia 9
TN - Tunisia 9
AE - Emirati Arabi Uniti 8
CL - Cile 8
JO - Giordania 8
VE - Venezuela 8
AZ - Azerbaigian 7
BG - Bulgaria 7
CH - Svizzera 7
DZ - Algeria 7
IL - Israele 7
TH - Thailandia 7
UZ - Uzbekistan 7
JM - Giamaica 6
KE - Kenya 6
KZ - Kazakistan 6
TT - Trinidad e Tobago 6
BO - Bolivia 5
DK - Danimarca 5
HN - Honduras 5
NP - Nepal 5
PE - Perù 5
GD - Grenada 4
GE - Georgia 4
GY - Guiana 4
LK - Sri Lanka 4
SY - Repubblica araba siriana 4
AL - Albania 3
AO - Angola 3
BB - Barbados 3
CI - Costa d'Avorio 3
DO - Repubblica Dominicana 3
GT - Guatemala 3
HU - Ungheria 3
LA - Repubblica Popolare Democratica del Laos 3
LB - Libano 3
MK - Macedonia 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
PY - Paraguay 3
TW - Taiwan 3
UY - Uruguay 3
BS - Bahamas 2
BY - Bielorussia 2
CD - Congo 2
CY - Cipro 2
EE - Estonia 2
ET - Etiopia 2
GH - Ghana 2
KG - Kirghizistan 2
LV - Lettonia 2
Totale 31.267
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Città #
Ashburn 1.657
San Jose 1.423
Woodbridge 1.204
Jacksonville 1.194
Houston 1.038
Ann Arbor 1.003
Fairfield 923
Chandler 860
Council Bluffs 811
Dallas 807
Dong Ket 721
Hong Kong 682
Beijing 609
Singapore 526
Nanjing 459
Boardman 410
Wilmington 399
Seattle 395
The Dalles 332
Cambridge 304
Toronto 294
New York 233
Los Angeles 229
Nanchang 218
Lauterbourg 207
Princeton 203
Milan 186
Kent 172
Moscow 160
Helsinki 152
Ogden 140
Ho Chi Minh City 133
Rome 119
Kunming 115
Dublin 113
Centro 112
Santa Clara 105
Tianjin 96
Buffalo 94
San Giorgio del Sannio 87
Shenyang 79
Hanoi 75
Orem 75
Chicago 72
Jiaxing 66
Hebei 65
Naples 58
Atlanta 56
London 56
Changsha 55
Chennai 51
Montreal 51
Hangzhou 50
Munich 48
São Paulo 48
San Francisco 47
Brooklyn 44
Tokyo 42
Zhongxin 41
Verona 40
Kocaeli 39
Warsaw 39
Denver 38
Frankfurt am Main 37
Phoenix 37
Lanzhou 36
Amsterdam 35
Potenza 35
Des Moines 31
Manchester 31
Poplar 31
Pune 30
Shanghai 30
Camerino 29
Brussels 27
Jinan 27
San Diego 26
Boston 25
Bari 24
Napoli 24
Stockholm 24
Changchun 21
Columbus 21
Bologna 20
Mumbai 20
Pavia 20
Falkenstein 19
Guangzhou 19
Haiphong 19
Zhengzhou 19
Johannesburg 18
Ankara 17
Ottawa 17
Padova 17
Palermo 17
Falls Church 16
Mexico City 16
Catania 15
Norwalk 15
Vicopisano 15
Totale 21.040
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Nome #
Combining in-plane and out-of-plane behaviour of masonry infills in the seismic analysis of RC buildings 301
Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed vs code provision values 294
Correlations between macroseismic intensity estimations and ground motion measures of seismic events 283
Analysis of RC building dynamic response and soil-building resonance based on data recorded during a damaging earthquake (Molise, Italy, 2002) 282
Fragility curves of gravity-load designed RC buildings with regularity in plan 281
Valutazione della vulnerabilità sismica di edifici scolastici della provincia di Potenza 256
Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009 246
Development of a seismic risk mitigation methodology for public buildings applied to the hospitals of Basilicata region (Southern Italy) 245
Criteria for identifying concrete homogeneous areas for the estimation of in-situ strength in RC buildings 245
Seismic damage recognition based on field survey and remote sensing: general remarks and examples from the 2016 Central Italy earthquake 245
Building damage scenarios based on exploitation of housner intensity derived from finite faults ground motion simulations. 244
Costruzione di curve di fragilità di alcune tipologie strutturali rappresentative di edifici esistenti in c.a. mediante analisi dinamiche non lineari 233
Concrete Strength Variability in Italian RC Buildings: Analysis of a Large DataBase of Core Tests 228
An experimental study on the within-member variability of in-situ concrete strength in RC building structures 223
Free Vibrations of Foundation Beams on Two-Parameter Elastic Soil 222
SURVEY OF DWELLING BUILDINGS FOR SEISMIC LOSS ASSESSMENT AT URBAN SCALE: THE CASE STUDY OF 18 VILLAGES IN VAL D’AGRI, ITALY 221
Analysis of site response and building damage distribution due to the 31 October 2002 earthquake at San Giuliano di Puglia (Italy) 218
Development of New Materials for Seismic Isolation and Passive Energy Dissipation - Part. I: Experimental Tests on New Compound Elastomeric Bearings 218
Seismic vulnerability assessment of gravity load designed R/C frames 217
Mitigation of urban vulnerability through a spatial multicriteria approach 215
Cyclic Tests on External RC Beam-Column Joints: Role of Seismic Design Level and Axial Load Value on the Ultimate Capacity 215
Analisi dinamiche non lineari per la validazione di un metodo speditivo per il monitoraggio sismico di edifici esistenti in c.a. 208
Framed Structures: Detection of Building Torsional Modes Using a Simplified Experimental Approach 207
Seismic performance of RC beam-column joints retrofitted with steel dissipation jackets 203
Interaction of a railway tunnel with a deep slow landslide in clay shales 201
Viable seismic strengthening solutions for RC wide beam-column joints 201
Performance of non-structural elements in RC buildings during the L’Aquila, 2009 earthquake 200
Influence of Axial Load on the Seismic Behavior of RC Beam-Column Joints with Wide Beam 200
Applicazioni di input da risposta sismica locale nella valutazione ed adeguamento di edifici in cemento armato 198
Esame del comportamento e della vulnerabilità sismica delle condotte interrate 197
Procedures and experiences in the post-earthquake usability evaluation of ordinary buildings 192
Adeguamento sismico di edifici in c.a. mediante isolamento alla base: Applicazione ad un caso reale 191
An Extensive Validation Exercise on Simplified Methods for the Seismic Performance Evaluation of RC Frame Buildings 189
Seismic Tests on RC Building Exterior Joints with Wide Beams 189
The Italian guidelines on risk classification and management of bridges: Applications and remarks on large scale risk assessments 187
Modeling of Landslide–Tunnel Interaction: the Varco d’Izzo Case Study 187
Consistency of analysis methods considered in EC8-3 for the seismic assessment of RC existing buildings 184
Analisi di dati sperimentali per la stima degli effetti dell’estrazione sulla resistenza di carote prelevate da strutture in c.a. 183
Experimental evaluation of drilling damage on the strength of cores extracted from RC buildings 183
Seismic demand estimation of rc frame buildings based on simplified and nonlinear dynamic analyses 182
Identification of the structural model and analysis of the global seismic behaviour of a RC damaged building 182
VULNERABILITY ASSESSMENT OF GRAVITY-LOAD DESIGNED RC BUILDINGS: EVALUATION OF SEISMIC CAPACITY THROUGH NON LINEAR DYNAMIC ANALYSES 181
The role of site effects in the comparison between code provisions and the near field strong motion of the Emilia 2012 earthquakes 181
Emergency preparedness activities performed during an evolving seismic swarm: the experience of the Pollino (Southern Italy) sequence 179
Seismic strengthening and energy efficiency: Towards an integrated approach for the rehabilitation of existing RC buildings 178
Analysis of Experimental Investigations on Elastomeric Seismic Isolation Bearings 177
In plane performance of RC infilled frames under seismic actions: Experimental versus code provision values 177
Retrofit of Gerber saddles in RC bridges: review and application of post-tension techniques 175
Development of a Large Database of Italian Bridge Bearings: Preliminary Analysis of Collected Data and Typical Defects 175
Analysis of a large database of concrete core tests with emphasis on within-structure variability 173
Estimate of fundamental period of reinforced concrete buildings: code provisions vs. experimental measures in Victoria and Vancouver (BC, Canada) 172
Performance of the health facilities during the 2012 Emilia (Italy) earthquake and analysis of the Mirandola Hospital case study 172
Incremental seismic rehabilitation of RC buildings: An application to the school buildings of Basilicata region (Southern Italy) 171
Esame delle caratteristiche tipologiche e del danneggiamento del patrimonio edilizio di San Giuliano di Puglia 166
BOB Code project: Bonefro Building - Comparison of Damage Estimates 164
Behaviour 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) 163
Experimental evaluation of effectiveness of local strengthening on columns of R/C existing structures. 163
Seismic response of building structures with flexible inelastic diaphragm 161
Costruzione di uno scenario di danno per il territorio della provincia di potenza colpito dal sisma del 23 novembre 1980 159
Different damage observed in the villages of Pescara del Tronto and Vezzano after the M6.0 August 24, 2016 Central Italy earthquake and site effects analysis 159
The Role of Dynamic Properties on Building Vulnerability 156
Resilient City and Seismic Risk: A Spatial Multicriteria ApproachComputational Science and Its Applications 155
Damage to buildings due to 1997 Umbria-Marche earthquake 154
Landslide-pile-tunnel interaction by 2D and 3D finite element modelling 154
Identification of building rotational modes using an ambient vibration technique 153
Quick survey of the possible causes of damage enhancement observed in San Giuliano after the 2002 Molise, Italy seismic sequence 152
Analisi della rottura di una condotta idrica a seguito del sisma del 26 Maggio 1991 a Potenza 151
Seismic vulnerability analysis and damage scenarios of potenza town 151
Analisi delle caratteristiche meccaniche di acciai estratti da edifici esistenti in cemento armato 151
Selection of natural and synthetic accelerograms for seismic vulnerability studies on RC frames 151
Seismic Assessment of RC Existing Irregular Buildings 150
Estimation of the period of vibration of existing RC building types based on experimental data and numerical results 150
Estimation of the actual in-place concrete strength in assessing existing RC structures 148
A parametric study on RC existing buildings to compare different analysis methods considered in the European seismic code (EC8-3) 148
Analisi della risposta sismica non lineare di edifici in muratura finalizzate a valutazioni di vulnerabilità 148
Analisi sistematica del danneggiamento di San Giuliano di Puglia 148
Seismic response of irregular multi-storey building structures with flexible inelastic diaphragms 146
Evaluation of site effects for seismic microzonation 145
Earthquake Damage Scenarios for Potenza urban area using new hazard models 145
Seismic Behavior of RC Beam-Column Subassemblages with Flat Beam 145
Non destructive assessment of in situ concrete strength: comparison of approaches through an international benchmark 145
EAEE-ESC Task Group 3 - Seismic risk and earthquake scenarios - Report of the activities in the frame of the ENSeRVES Project 144
Emergency preparedness activities during an ongoing seismic swarm: the experience of the 2011-2012 Pollino (Southern Italy) sequence 144
La risposta sismica in superficie nella valutazione ed adeguamento di edifici esistenti in c.a.: aspetti metodologici ed applicativi 143
Analisi delle caratteristiche tipologiche e valutazione della vulnerabilità sismica del patrimonio edilizio privato della regione Basilicata 143
Linee guida per la valutazione della vulnerabilità sismica degli edifici strategici e rilevanti della Regione Basilicata nell’ambito del “Programma temporale delle verifiche delle opere strategiche e rilevanti di cui alla OPCM 3274/2003”, D.G.R. 622, 14/03/2005, D.P.C.M. 06/06/2005. 142
Identificazione delle caratteristiche strutturali dell’edificio IACP di Bonefro gravemente danneggiato nel sisma del Molise 2002 141
Role of structural and non structural elements on the seismic performances of RC existing buildings 141
Effetti sismici sulle condotte idriche, l'evento del 26.05.1991 141
Quick survey of the possible causes of damage enhancement observed in San Giuliano after the 2002 Molise, Italy seismic sequence 141
Analisi sperimentale delle prestazioni di un nodo trave-colonna in c.a. non sismico rinforzato con la tecnica DIS-CAM 141
Earthquake damage scenarios of the building stock of potenza town (southern italy) including site effect 140
Analisi dei danni causati dal sisma del settembre 1998 nel Pollino 140
Indagini sperimentali sulla variabilità della resistenza del calcestruzzo negli elementi strutturali di edifici esistenti in c.a. 138
Capacity models of beam-column joints: provisions of European and Italian seismic codes and possible improvements 136
Preliminary analyses on the mainshock of the Aquilano earthquake occurred on April 06 2009 - Comparison between response spectra evaluated close to the source and elastic demand spectra according to the 2008 Italian seismic code 136
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake 136
Vulnerabilità sismica di edifici in c.a. realizzati negli anni ‘70 134
Una procedura di normalizzazione del danno per la valutazione degli effetti di amplificazione locale 134
Seismic response of RC buildings during the Mw 6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study 134
Totale 18.037
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Categoria #
all - tutte 141.410
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 141.410
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.308 0 0 269 121 41 50 55 118 102 32 122 398
2022/20232.255 289 5 32 318 279 322 4 254 477 59 155 61
2023/20241.449 125 56 153 60 120 187 29 93 283 67 38 238
2024/20253.568 119 93 567 131 248 147 484 318 542 101 469 349
2025/20268.942 475 521 705 1.063 1.176 826 1.485 330 511 986 758 106
2026/20271.122 326 420 376 0 0 0 0 0 0 0 0 0
Totale 31.838