IRIS
MASI, Angelo
 Distribuzione geografica
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Continente #
NA - Nord America 10.988
EU - Europa 3.982
AS - Asia 2.798
Continente sconosciuto - Info sul continente non disponibili 26
OC - Oceania 19
SA - Sud America 17
AF - Africa 7
Totale 17.837
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Nazione #
US - Stati Uniti d'America 10.692
CN - Cina 1.708
UA - Ucraina 1.355
IT - Italia 1.023
VN - Vietnam 722
DE - Germania 365
SE - Svezia 332
CA - Canada 289
FI - Finlandia 272
GB - Regno Unito 224
SG - Singapore 146
FR - Francia 123
IE - Irlanda 108
HK - Hong Kong 69
TR - Turchia 55
RU - Federazione Russa 44
IN - India 43
BE - Belgio 34
GR - Grecia 26
EU - Europa 25
NL - Olanda 24
AU - Australia 18
CZ - Repubblica Ceca 12
HR - Croazia 9
JP - Giappone 9
IR - Iran 8
BR - Brasile 5
DK - Danimarca 5
BG - Bulgaria 4
KR - Corea 4
MX - Messico 4
RO - Romania 4
AZ - Azerbaigian 3
BO - Bolivia 3
CO - Colombia 3
GE - Georgia 3
IL - Israele 3
JO - Giordania 3
NP - Nepal 3
PE - Perù 3
PL - Polonia 3
AE - Emirati Arabi Uniti 2
AL - Albania 2
CH - Svizzera 2
EG - Egitto 2
MY - Malesia 2
PH - Filippine 2
SA - Arabia Saudita 2
SK - Slovacchia (Repubblica Slovacca) 2
TH - Thailandia 2
UG - Uganda 2
A1 - Anonimo 1
AR - Argentina 1
AT - Austria 1
BD - Bangladesh 1
BY - Bielorussia 1
CL - Cile 1
CR - Costa Rica 1
CY - Cipro 1
DO - Repubblica Dominicana 1
ES - Italia 1
FK - Isole Falkland (Malvinas) 1
HN - Honduras 1
HU - Ungheria 1
ID - Indonesia 1
IQ - Iraq 1
KH - Cambogia 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
LU - Lussemburgo 1
MA - Marocco 1
ME - Montenegro 1
MK - Macedonia 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
PK - Pakistan 1
PT - Portogallo 1
TN - Tunisia 1
TW - Taiwan 1
ZA - Sudafrica 1
Totale 17.837
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Città #
Woodbridge 1.203
Jacksonville 1.190
Houston 1.008
Ann Arbor 1.003
Fairfield 923
Chandler 860
Dong Ket 721
Ashburn 579
Nanjing 458
Wilmington 397
Seattle 382
Cambridge 303
Beijing 277
Toronto 268
Nanchang 218
Princeton 203
Boardman 171
Ogden 140
New York 132
Milan 115
Kunming 114
Centro 112
Dublin 108
Tianjin 96
Helsinki 84
Singapore 83
Shenyang 78
Hong Kong 66
Hebei 65
Jiaxing 64
Changsha 51
Rome 46
Hangzhou 44
Zhongxin 41
Kocaeli 39
Lanzhou 36
London 35
Verona 35
Des Moines 30
Pune 29
Brussels 27
San Diego 26
Jinan 25
Napoli 24
San Francisco 24
Changchun 20
Los Angeles 19
Guangzhou 16
Shanghai 16
Zhengzhou 16
Falls Church 15
Norwalk 15
Ningbo 14
Pignola 13
Redwood City 13
Naples 12
Ottawa 12
Indiana 11
Taizhou 11
Bari 10
Florence 10
Athens 9
Brno 9
Dearborn 9
Hanover 9
Potenza 9
Strasbourg 9
Thessaloniki 9
Amsterdam 8
Brescia 8
Haikou 8
Padova 8
Pescara 8
Venezia 8
Washington 8
Xuzhou 8
Canberra 7
Chastre 7
Chicago 7
Frankfurt am Main 7
Hounslow 7
Islington 7
Kilburn 7
Mountain View 7
Palermo 7
Pavia 7
Phoenix 7
Saint Paul 7
Trieste 7
Zagreb 7
Fuzhou 6
Jesi 6
Sydney 6
Torino 6
Acton 5
Auburn Hills 5
Bologna 5
Chiswick 5
Civitavecchia 5
Dalmine 5
Totale 12.435
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Nome #
Combining in-plane and out-of-plane behaviour of masonry infills in the seismic analysis of RC buildings 251
Criteria for identifying concrete homogeneous areas for the estimation of in-situ strength in RC buildings 191
Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009 188
Free Vibrations of Foundation Beams on Two-Parameter Elastic Soil 187
Correlations between macroseismic intensity estimations and ground motion measures of seismic events 186
Fragility curves of gravity-load designed RC buildings with regularity in plan 184
Seismic damage recognition based on field survey and remote sensing: general remarks and examples from the 2016 Central Italy earthquake 179
Building damage scenarios based on exploitation of housner intensity derived from finite faults ground motion simulations. 173
Development of a seismic risk mitigation methodology for public buildings applied to the hospitals of Basilicata region (Southern Italy) 173
Analysis of RC building dynamic response and soil-building resonance based on data recorded during a damaging earthquake (Molise, Italy, 2002) 172
Costruzione di curve di fragilità di alcune tipologie strutturali rappresentative di edifici esistenti in c.a. mediante analisi dinamiche non lineari 172
Seismic performance of RC beam-column joints retrofitted with steel dissipation jackets 170
Concrete Strength Variability in Italian RC Buildings: Analysis of a Large DataBase of Core Tests 168
Viable seismic strengthening solutions for RC wide beam-column joints 164
Influence of Axial Load on the Seismic Behavior of RC Beam-Column Joints with Wide Beam 156
Cyclic Tests on External RC Beam-Column Joints: Role of Seismic Design Level and Axial Load Value on the Ultimate Capacity 154
Seismic Tests on RC Building Exterior Joints with Wide Beams 152
Seismic vulnerability assessment of gravity load designed R/C frames 150
An experimental study on the within-member variability of in-situ concrete strength in RC building structures 150
Identification of the structural model and analysis of the global seismic behaviour of a RC damaged building 149
The role of site effects in the comparison between code provisions and the near field strong motion of the Emilia 2012 earthquakes 147
SURVEY OF DWELLING BUILDINGS FOR SEISMIC LOSS ASSESSMENT AT URBAN SCALE: THE CASE STUDY OF 18 VILLAGES IN VAL D’AGRI, ITALY 146
Analysis of site response and building damage distribution due to the 31 October 2002 earthquake at San Giuliano di Puglia (Italy) 145
Framed Structures: Detection of Building Torsional Modes Using a Simplified Experimental Approach 142
VULNERABILITY ASSESSMENT OF GRAVITY-LOAD DESIGNED RC BUILDINGS: EVALUATION OF SEISMIC CAPACITY THROUGH NON LINEAR DYNAMIC ANALYSES 142
Seismic demand estimation of rc frame buildings based on simplified and nonlinear dynamic analyses 141
Performance of non-structural elements in RC buildings during the L’Aquila, 2009 earthquake 140
Valutazione della vulnerabilità sismica di edifici scolastici della provincia di Potenza 136
Modeling of Landslide–Tunnel Interaction: the Varco d’Izzo Case Study 133
Interaction of a railway tunnel with a deep slow landslide in clay shales 131
Development of New Materials for Seismic Isolation and Passive Energy Dissipation - Part. I: Experimental Tests on New Compound Elastomeric Bearings 130
Performance of the health facilities during the 2012 Emilia (Italy) earthquake and analysis of the Mirandola Hospital case study 129
Consistency of analysis methods considered in EC8-3 for the seismic assessment of RC existing buildings 128
The Role of Dynamic Properties on Building Vulnerability 127
Seismic response of building structures with flexible inelastic diaphragm 127
Procedures and experiences in the post-earthquake usability evaluation of ordinary buildings 126
Damage to buildings due to 1997 Umbria-Marche earthquake 125
Experimental evaluation of effectiveness of local strengthening on columns of R/C existing structures. 120
Estimation of the period of vibration of existing RC building types based on experimental data and numerical results 120
Seismic strengthening and energy efficiency: Towards an integrated approach for the rehabilitation of existing RC buildings 120
Incremental seismic rehabilitation of RC buildings: An application to the school buildings of Basilicata region (Southern Italy) 118
Emergency preparedness activities performed during an evolving seismic swarm: the experience of the Pollino (Southern Italy) sequence 116
Non destructive assessment of in situ concrete strength: comparison of approaches through an international benchmark 116
Resilient City and Seismic Risk: A Spatial Multicriteria ApproachComputational Science and Its Applications 115
Identification of building rotational modes using an ambient vibration technique 108
Analisi dinamiche non lineari per la validazione di un metodo speditivo per il monitoraggio sismico di edifici esistenti in c.a. 108
Applicazioni di input da risposta sismica locale nella valutazione ed adeguamento di edifici in cemento armato 108
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) 107
Earthquake Damage Scenarios for Potenza urban area using new hazard models 106
Earthquake damage scenarios of the building stock of potenza town (southern italy) including site effect 105
Esame del comportamento e della vulnerabilità sismica delle condotte interrate 105
Esame delle caratteristiche tipologiche e del danneggiamento del patrimonio edilizio di San Giuliano di Puglia 103
Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed vs code provision values 102
Estimation of the actual in-place concrete strength in assessing existing RC structures 102
In plane performance of RC infilled frames under seismic actions: Experimental versus code provision values 102
Seismic response of irregular multi-storey building structures with flexible inelastic diaphragms 101
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 101
Seismic vulnerability analysis and damage scenarios of potenza town 100
Seismic Assessment of RC Existing Irregular Buildings 100
Seismic Behavior of RC Beam-Column Subassemblages with Flat Beam 100
Mitigation of urban vulnerability through a spatial multicriteria approach 99
Analisi di dati sperimentali per la stima degli effetti dell’estrazione sulla resistenza di carote prelevate da strutture in c.a. 97
Evaluation of site effects for seismic microzonation 96
Estimate of fundamental period of reinforced concrete buildings: code provisions vs. experimental measures in Victoria and Vancouver (BC, Canada) 96
Analysis of a large database of concrete core tests with emphasis on within-structure variability 96
The European building stock inventory: creating and validating a uniform database for earthquake risk modelling 94
Quick survey of the possible causes of damage enhancement observed in San Giuliano after the 2002 Molise, Italy seismic sequence 94
Landslide-pile-tunnel interaction by 2D and 3D finite element modelling 94
Valutazione delle resistenza a compressione del calcestruzzo mediante misure di velocità di onde acustiche 93
EAEE-ESC Task Group 3 - Seismic risk and earthquake scenarios - Report of the activities in the frame of the ENSeRVES Project 93
Role of structural and non structural elements on the seismic performances of RC existing buildings 93
Analysis of Experimental Investigations on Elastomeric Seismic Isolation Bearings 93
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. 93
Seismic response of RC buildings during the Mw 6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study 93
Capacity models of rc members with emphasis on sub-standard columns with plain bars 92
Emergency preparedness activities during an ongoing seismic swarm: the experience of the 2011-2012 Pollino (Southern Italy) sequence 92
Quick survey of the possible causes of damage enhancement observed in San Giuliano after the 2002 Molise, Italy seismic sequence 92
Vulnerability assessment and seismic risk reduction strategies of hospitals in Basilicata region (Italy) 90
Una procedura di normalizzazione del danno per la valutazione degli effetti di amplificazione locale 90
Identificazione delle caratteristiche strutturali dell’edificio IACP di Bonefro gravemente danneggiato nel sisma del Molise 2002 89
Evaluation of the concrete characteristics by measurements of sonic wave velocity 88
An Extensive Validation Exercise on Simplified Methods for the Seismic Performance Evaluation of RC Frame Buildings 87
BOB Code project: Bonefro Building - Comparison of Damage Estimates 87
Experimental evaluation of drilling damage on the strength of cores extracted from RC buildings 87
Study of the seismic behaviour of external RC beam-column joints through experimental tests and numerical simulations 87
Selection of natural and synthetic accelerograms for seismic vulnerability studies on RC frames 87
Site amplification in the epicentral area of the 31/10/2002 earthquake (Molise, Italy): comparison between damage data, microtremors, weak- and strong-motions 86
Prestazioni delle tamponature e tramezzature negli edifici in c.a.: implicazioni progettuali e costruttive alla luce dell’esperienza del terremoto dell’Abruzzo 2009 85
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 85
Performance of school buildings during the Molise earthquake sequence of October 31, November 1 2002 83
Indagini sperimentali sulla variabilità della resistenza del calcestruzzo negli elementi strutturali di edifici esistenti in c.a. 83
Review of existing in experimental testing of masonry structures subjected to horizontal loads 83
The design of R/C framed buildings with non-linear isolation systems 82
A parametric study on RC existing buildings to compare different analysis methods considered in the European seismic code (EC8-3) 82
The Italian communication campaign “I Do Not Take Risks - Earthquake" 82
null 82
The Italian Contribution to the USGS Pager Project 81
Capacity models of beam-column joints: provisions of European and Italian seismic codes and possible improvements 81
Effect of core drilling and subsequent restoration on RC column strength. 81
Prestazioni fuori dal piano di tamponature in laterizio in zona sismica - Parte 1: modelli di capacità 81
Totale 11.796
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Categoria #
all - tutte 69.927
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 69.927
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20203.435 653 299 188 647 98 299 196 324 182 255 235 59
2020/20213.397 273 317 89 298 128 304 133 246 54 456 325 774
2021/20221.623 78 237 269 121 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
2024/2025119 119 0 0 0 0 0 0 0 0 0 0 0
Totale 18.325