IRIS
D'ANIELLO, MARIO
 Distribuzione geografica
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Continente #
AS - Asia 7.709
NA - Nord America 5.324
EU - Europa 5.302
SA - Sud America 1.003
AF - Africa 169
OC - Oceania 36
Continente sconosciuto - Info sul continente non disponibili 7
Totale 19.550
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Nazione #
US - Stati Uniti d'America 5.104
SG - Singapore 4.204
RU - Federazione Russa 2.648
CN - Cina 1.692
IT - Italia 1.203
BR - Brasile 819
HK - Hong Kong 769
VN - Vietnam 322
DE - Germania 238
GB - Regno Unito 210
FI - Finlandia 204
IE - Irlanda 178
IN - India 129
SE - Svezia 128
CA - Canada 124
UA - Ucraina 118
TR - Turchia 93
KR - Corea 84
AR - Argentina 73
IR - Iran 72
MX - Messico 62
FR - Francia 59
CI - Costa d'Avorio 53
NL - Olanda 50
BD - Bangladesh 49
ZA - Sudafrica 48
ID - Indonesia 47
JP - Giappone 41
IQ - Iraq 35
ES - Italia 28
EC - Ecuador 26
AU - Australia 25
PH - Filippine 25
PL - Polonia 24
PT - Portogallo 22
RO - Romania 21
CO - Colombia 18
HR - Croazia 18
JO - Giordania 18
MY - Malesia 18
UZ - Uzbekistan 17
BE - Belgio 16
PE - Perù 16
AT - Austria 15
CL - Cile 15
PK - Pakistan 15
BG - Bulgaria 14
PY - Paraguay 14
VE - Venezuela 14
CH - Svizzera 13
LT - Lituania 13
CZ - Repubblica Ceca 12
GR - Grecia 11
MA - Marocco 11
SK - Slovacchia (Repubblica Slovacca) 11
EG - Egitto 10
DZ - Algeria 9
NO - Norvegia 9
NZ - Nuova Zelanda 9
SA - Arabia Saudita 9
TW - Taiwan 9
AE - Emirati Arabi Uniti 8
MD - Moldavia 8
HU - Ungheria 7
IL - Israele 7
TN - Tunisia 7
DO - Repubblica Dominicana 6
SN - Senegal 6
BH - Bahrain 5
UY - Uruguay 5
AL - Albania 4
HN - Honduras 4
KE - Kenya 4
NP - Nepal 4
SI - Slovenia 4
TH - Thailandia 4
ZW - Zimbabwe 4
AM - Armenia 3
AZ - Azerbaigian 3
CW - ???statistics.table.value.countryCode.CW??? 3
ET - Etiopia 3
EU - Europa 3
KZ - Kazakistan 3
LB - Libano 3
MK - Macedonia 3
NI - Nicaragua 3
PA - Panama 3
TT - Trinidad e Tobago 3
BA - Bosnia-Erzegovina 2
BJ - Benin 2
BN - Brunei Darussalam 2
BS - Bahamas 2
CY - Cipro 2
DK - Danimarca 2
GE - Georgia 2
GT - Guatemala 2
IS - Islanda 2
JM - Giamaica 2
KH - Cambogia 2
KW - Kuwait 2
Totale 19.505
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Città #
Singapore 1.792
Hong Kong 736
Moscow 645
Chandler 560
Beijing 420
Hefei 414
Ashburn 406
Santa Clara 273
Millbury 238
Nanjing 191
Napoli 185
Princeton 178
Los Angeles 168
Boston 162
San Jose 135
The Dalles 134
Jacksonville 132
Naples 129
Des Moines 124
Buffalo 122
Ho Chi Minh City 109
Redondo Beach 97
Wilmington 84
Munich 80
Seoul 76
Hanoi 74
Lawrence 70
São Paulo 70
Ottawa 66
New York 63
Southampton 63
Nanchang 59
Seattle 54
Rome 49
Istanbul 47
Milan 47
Dallas 44
Hebei 41
Shenyang 38
Changsha 36
Salerno 34
Tokyo 33
Turku 32
Jiaxing 30
Ann Arbor 29
Brooklyn 27
Chicago 27
Kronberg 27
Bellona 25
Falls Church 25
Chennai 24
Mexico City 24
London 23
Tianjin 23
Norwalk 22
Redwood City 22
Pune 21
Shanghai 21
Dearborn 20
Kunming 20
Montreal 20
Rio de Janeiro 20
Warsaw 20
Woodbridge 20
Nuremberg 19
Belo Horizonte 18
San Francisco 18
Stockholm 18
Atlanta 17
Frankfurt am Main 17
Orem 17
Amman 16
Amsterdam 16
Angri 16
Florence 16
Boardman 15
Tashkent 15
Washington 15
Biên Hòa 14
Dhaka 14
Dublin 14
Haiphong 14
New Delhi 14
Tehran 14
Curitiba 13
Houston 13
Manchester 13
Porto Alegre 13
Zagreb 13
Cape Town 12
Caserta 12
Da Nang 12
Mumbai 12
Phoenix 12
Johannesburg 11
Sorocaba 11
Ampang 10
Baghdad 10
Buenos Aires 10
Denver 10
Totale 9.504
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Nome #
Design of Steel Structures for Building in Seismic Areas: Eurocode 8: Design of Structures for Earthquake Resistance. Part 1: General Design of Steel Structures for Buildings 226
Experimental investigation of the inelastic tensile behaviour of non-preloadable grade 8.8 bolts 222
Influence of EC8 rules on p-delta effects on the design and response of steel MRF 170
"All-steel" buckling-restrained braces for seismic upgrading 166
Gli effetti del degrado da fatica e corrosione sui ponti ferroviari in carpenteria metallica: un approccio integrato per la valutazione della vita residua 132
La vulnerabilità delle strutture 122
Sperimentazione al vero di controventi BRB “solo acciaio” 120
3DiLiA: A computer code for three-dimensional limit analysis of rigid block assemblages with frictional joints 120
Seismic design of extended stiffened end-plate joints in the framework of Eurocodes 119
DISSIPATIVE STRUCTURAL CONNECTION SYSTEM FOR FIBER-REINFORCED COMPOSITE MATERIALS 118
Experimental Tests on Extended Stiffened End-Plate Joints within Equal Joints Project 117
Bending resistance of bolted end plate joints for hollow section members 115
Plastic shear overstrength of short links: the effects of axial restraints 110
Full strength extended stiffened end-plate joints: AISC vs recent European design criteria 107
“All-steel” buckling restrained braces for seismic upgrading of existing reinforced concrete buildings 106
Parametric analysis on the seismic response of bolted extended stiffened end-plate joints 106
“Only-steel” buckling restrained braces: an experimental study 105
Experimental tests on seismic upgrading techniques for RC buildings 105
Un approccio integrato per la valutazione della vulnerabilità di un ponte ferroviario in carpenteria metallica di interesse storico 105
Separating 39Ar from 40Ar by cryogenic distillation with Aria for dark-matter searches 105
Construction and form-finding of a post-formed timber grid-shell 104
An integrated approach for the sustainable structural design: comparative assessment between two seismic resistant structures 104
SISTEMA DI CONNESSIONE STRUTTURALE DISSIPATIVO PER MATERIALI COMPOSITI FIBRO-RINFORZATI E RELATIVO COMPLESSO DI CONNESSIONE STRUTTURALE DISSIPATIVO 104
Seismic Upgrading of RC buildings using Buckling Restrained Braces: full-scale experimental tests 102
Seismic behaviour of dual steel concentric braced frames 101
Service life assessment of steel riveted railway bridges: A case study 101
Computational Limit Analysis of Masonry Panels with Cracking Units using Rigid Block Modelling 101
A new hybrid gadolinium nanoparticles-loaded polymeric material for neutron detection in rare event searches 100
Numerical investigation on the seismic response of bolted extended stiffened end-plate joints 100
Constraints on directionality effect of nuclear recoils in a liquid argon time projection chamber 97
Advanced seismic design of braced steel structures 97
Risposta sismica di strutture a controventi eccentrici progettati con acciai ad alta resistenza 97
Study of cosmogenic activation above ground for the DarkSide-20k experiment 96
Experimental analysis of steel dissipative bracing systems for seismic upgrading 96
Finite element simulations on the ultimate response of extended stiffened end-plate joints 96
The effect of different modelling approach on seismic analysis of steel concentric braced frames 96
Demolizione, decostruzione e riuso di strutture in acciaio 94
The influence of beam stiffness on seismic response of chevron concentric bracings 94
Vulnerability assessment of a historic railway bridge. 93
Strategie e tecniche di intervento per il consolidamento strutturale 93
Behaviour of steel moment resisting frames under near fault earthquakes: The “FuTure” project 93
Steel eccentric braces 92
Seismic performance of multistorey frames with bolted extended end-plate joints: the influence of joint modelling assumptions 92
Force-based vs. displacement-based design of braced steel frames 91
Eccentric bracing in seismic retrofitting: from full scale tests to numerical FEM analysis 89
Rotation capacity vs. demand of steel beams under catastrophic enents 89
Seismic behaviour of dual steel concentric braced frames 89
Three-dimensional limit analysis of dry-joint masonry walls by rigid block modelling using linear programming 89
The flexural stiffness of the beam on seismic response of chevron concentric bracings 89
Preliminary study on the seismic performance of hybrid steel structures with truss lightweight girders and plug-and-play connections 89
CONTROVENTI CONCENTRICI: discussione critica sui criteri di progetto dell’Eurocodice 8 e prospettive future 88
Advanced steel bracing systems: experimental tests and analytical models 87
I controventi ad instabilità impedita per il consolidamento di edifici in c.a.. 87
Pre-test numerical simulations and experimental program on a dual eccentrically braced frame with replaceable links 87
Risposta sismica di strutture a controventi concentrici progettate con acciai ad alta resistenza 86
Seismic design of concentrically braced steel frames: Traditional force-based vs. innovative displacement-based design approaches 85
The influence of out-of-straightness imperfection in Physical-Theory models of bracing members on seismic performance assessment of concentric braced structures 85
Remarks on Seismic Design Rules of EC8 for Inverted-V CBFs 85
Influence of Composite Slab on the Nonlinear Response of Extended End-Plate Beam-to-Column Joints 85
Controventi concentrici ad instabilità impedita per il consolidamento sismico degli edifici in c.a.: prove sperimentali in scala reale 84
Sperimentazione al vero di controventi BRB “solo acciaio” per l’adeguamento sismico di edifici esistenti in calcestruzzo armato 84
Analisi teorico-sperimentale del “Ponte della Sanità” a Napoli 83
Lateral capacity of steel structures designed according to EC8 under catastrophic seismic events 83
The influence of the beam flexural stiffness in the seismic response of inverted V concentric braced frames 83
Seismic design and performance of extended stiffened end-plate joints 83
Finite Element Analysis of Composite Replaceable Short Links 83
Removable friction dampers for low-damage steel beam-to-column joints 82
A parametric study on the flexural behaviour of steel beams 82
Numerical investigations on shear behaviour of riveted connections 82
DESIGN FOR ROBUSTNESS OF A PILOT BUILDING EQUIPPED WITH DISSIPATIVE FREE FROM DAMAGE STEEL CONNECTIONS 81
Displacement-based design of steel braced structures 81
Finite element modelling of lap shear riveted connections in fire 81
Gli effetti del degrado da fatica e corrosione sui ponti ferroviari in carpenteria metallica: un approccio integrato per la valutazione della vulnerabilità 81
Comparison of different design requirements on P-delta effects for steel moment resisting frames 81
A special type of buckling-restrained brace for seismic retrofitting of RC buildings: design and testing 80
Steel buckling restrained braces for seismic upgrading of RC buildings 80
Proposal of design rules for ductile X-CBFS in the framework of EUROCODE 8 80
Modelling aspects of the seismic response of steel concentric braced frames 80
Experimental and numerical study on the T-Stub behaviour with preloaded bolts under large deformations 80
Experimental Tests on Steel Plate-to-Plate Splices Bonded by C-FRPS Laminas with and without Wrapping 79
Seismic performance of full strength extended stiffened joint: American vs New European approach 79
Sensitivity projections for a dual-phase argon TPC optimized for light dark matter searches through the ionization channel 78
Steel buckling restrained braces 78
Controventi ad instabilità impedita per il consolidamento di edifici in C.A. 78
Finite element simulations on the tensile resistance of bolted end- plate connections with tubular members 78
DUAL STEEL ECCENTRICALLY BRACED FRAMES DESIGNED ACCORDING TO EUROCODE 8 77
Experimental tests of a real building seismically retrofitted by special buckling restrained braces 77
Simulation of inelastic cyclic behaviour of steel concentric bracings 77
Seismic response of steel inverted v concentric braced frames: the influence of beam flexural stiffness 77
Critical discussion on seismic design criteria for X concentrically braced frames 77
Seismic response of steel Moment Resisting Frames equipped with friction beam-to-column joints 77
Assessment of existing steel frames with infills under multiple earthquakes 77
Seismic design rules for ductile eurocode compliant two storey X concentrically braced frames 77
Seismic design criteria to improve the performance of X-CBFS 77
Experimental and numerical tests of cold-formed square and rectangular hollow columns 76
Le connessioni chiodate nelle strutture storiche in carpenteria metallica: analisi e sperimentazione 76
All-steel buckling restrained braces for seismic upgrading of existing RC buildings 76
A Rigid Block Model with Cracking Units for Limit Analysis of Masonry Walls subject to In-Plane Loads 76
Performance assessment and design methodology of free from damage moment resisting frames 76
Preliminary Finite Element Analyses on Seismic Resistant FREE from DAMage Beam to Column Joints under Impact Loading 76
Totale 9.492
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Categoria #
all - tutte 67.330
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 67.330
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021160 0 0 0 0 0 0 43 32 32 18 25 10
2021/20221.169 20 34 18 21 10 68 35 40 183 31 105 604
2022/20231.364 271 95 28 111 184 170 8 131 211 32 78 45
2023/20241.358 68 197 112 75 98 118 83 171 29 66 241 100
2024/20256.551 350 435 51 138 138 274 733 398 650 610 2.136 638
2025/20267.044 1.307 1.103 1.133 1.006 1.862 399 234 0 0 0 0 0
Totale 19.880