IRIS
D'ANIELLO, MARIO
 Distribuzione geografica
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Continente #
EU - Europa 4.414
NA - Nord America 3.932
AS - Asia 3.201
SA - Sud America 449
AF - Africa 97
OC - Oceania 29
Continente sconosciuto - Info sul continente non disponibili 3
Totale 12.125
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Nazione #
US - Stati Uniti d'America 3.821
RU - Federazione Russa 2.128
SG - Singapore 1.453
IT - Italia 1.120
HK - Hong Kong 669
CN - Cina 647
BR - Brasile 395
FI - Finlandia 195
IE - Irlanda 178
DE - Germania 170
GB - Regno Unito 155
SE - Svezia 113
UA - Ucraina 110
CA - Canada 90
IN - India 86
TR - Turchia 82
IR - Iran 65
CI - Costa d'Avorio 51
FR - Francia 50
KR - Corea 40
NL - Olanda 35
AU - Australia 24
PH - Filippine 23
ZA - Sudafrica 23
PT - Portogallo 20
IQ - Iraq 19
RO - Romania 19
JP - Giappone 16
AR - Argentina 15
ID - Indonesia 15
MY - Malesia 15
BE - Belgio 12
ES - Italia 12
BD - Bangladesh 11
BG - Bulgaria 11
CZ - Repubblica Ceca 11
JO - Giordania 11
MX - Messico 11
HR - Croazia 10
GR - Grecia 9
AT - Austria 8
EC - Ecuador 8
NO - Norvegia 8
PK - Pakistan 8
SK - Slovacchia (Repubblica Slovacca) 8
VE - Venezuela 8
PE - Perù 7
CL - Cile 6
HU - Ungheria 6
UZ - Uzbekistan 6
CH - Svizzera 5
MD - Moldavia 5
NZ - Nuova Zelanda 5
TW - Taiwan 5
CO - Colombia 4
EG - Egitto 4
LT - Lituania 4
PL - Polonia 4
PY - Paraguay 4
BH - Bahrain 3
DO - Repubblica Dominicana 3
DZ - Algeria 3
EU - Europa 3
KE - Kenya 3
MA - Marocco 3
SA - Arabia Saudita 3
SI - Slovenia 3
TH - Thailandia 3
VN - Vietnam 3
ZW - Zimbabwe 3
AE - Emirati Arabi Uniti 2
AL - Albania 2
AZ - Azerbaigian 2
BN - Brunei Darussalam 2
DK - Danimarca 2
GE - Georgia 2
JM - Giamaica 2
KW - Kuwait 2
LK - Sri Lanka 2
NG - Nigeria 2
NI - Nicaragua 2
SN - Senegal 2
TN - Tunisia 2
UY - Uruguay 2
AO - Angola 1
CY - Cipro 1
IL - Israele 1
KY - Cayman, isole 1
LA - Repubblica Popolare Democratica del Laos 1
LB - Libano 1
LI - Liechtenstein 1
NP - Nepal 1
OM - Oman 1
PR - Porto Rico 1
TT - Trinidad e Tobago 1
Totale 12.125
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Città #
Singapore 862
Hong Kong 643
Moscow 567
Chandler 560
Santa Clara 263
Millbury 238
Nanjing 190
Napoli 185
Ashburn 183
Princeton 178
Boston 156
Jacksonville 132
Des Moines 124
Naples 118
Beijing 109
Wilmington 82
Lawrence 70
Ottawa 66
Southampton 63
Nanchang 59
Seattle 50
Hefei 47
Istanbul 45
Hebei 41
Milan 40
Rome 39
The Dalles 39
Shenyang 38
São Paulo 36
Los Angeles 34
Salerno 34
Seoul 34
Jiaxing 30
Ann Arbor 29
Munich 28
Kronberg 27
Bellona 25
Falls Church 25
Turku 25
Changsha 23
Norwalk 22
Redwood City 22
Pune 21
Dearborn 20
Kunming 20
Shanghai 20
Woodbridge 19
Tianjin 18
Angri 16
Florence 16
London 16
Belo Horizonte 14
Dublin 14
Frankfurt am Main 14
Nuremberg 14
Washington 14
Boardman 13
Tehran 13
Caserta 11
San Francisco 11
Ampang 10
Tokyo 10
Amman 9
Helsinki 9
New Delhi 9
Rasht 9
Toowoomba 9
Zagreb 9
Houston 8
Jakarta 8
Madrid 8
Mumbai 8
New York 8
Turin 8
Amsterdam 7
Bari 7
Bratislava 7
Brescia 7
Dallas 7
Hillah 7
Houghton 7
Lappeenranta 7
Pomigliano d'Arco 7
Rio de Janeiro 7
Sofia 7
Stockholm 7
Ankara 6
Atlanta 6
Campinas 6
Chennai 6
Curitiba 6
Kowloon 6
Lima 6
Manchester 6
Mashhad 6
Melito di Napoli 6
Porto Alegre 6
Quito 6
Tashkent 6
Aracaju 5
Totale 6.154
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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 183
Experimental investigation of the inelastic tensile behaviour of non-preloadable grade 8.8 bolts 169
"All-steel" buckling-restrained braces for seismic upgrading 140
Influence of EC8 rules on p-delta effects on the design and response of steel MRF 129
Gli effetti del degrado da fatica e corrosione sui ponti ferroviari in carpenteria metallica: un approccio integrato per la valutazione della vita residua 99
Sperimentazione al vero di controventi BRB “solo acciaio” 98
3DiLiA: A computer code for three-dimensional limit analysis of rigid block assemblages with frictional joints 86
Seismic design of extended stiffened end-plate joints in the framework of Eurocodes 78
Experimental Tests on Extended Stiffened End-Plate Joints within Equal Joints Project 78
Plastic shear overstrength of short links: the effects of axial restraints 76
Full strength extended stiffened end-plate joints: AISC vs recent European design criteria 75
Separating 39Ar from 40Ar by cryogenic distillation with Aria for dark-matter searches 73
Service life assessment of steel riveted railway bridges: A case study 73
Seismic Upgrading of RC buildings using Buckling Restrained Braces: full-scale experimental tests 72
An integrated approach for the sustainable structural design: comparative assessment between two seismic resistant structures 72
Advanced seismic design of braced steel structures 71
Parametric analysis on the seismic response of bolted extended stiffened end-plate joints 70
Sperimentazione al vero di controventi BRB “solo acciaio” per l’adeguamento sismico di edifici esistenti in calcestruzzo armato 69
Force-based vs. displacement-based design of braced steel frames 68
“All-steel” buckling restrained braces for seismic upgrading of existing reinforced concrete buildings 68
Construction and form-finding of a post-formed timber grid-shell 68
Experimental tests on seismic upgrading techniques for RC buildings 67
Demolizione, decostruzione e riuso di strutture in acciaio 66
Numerical investigation on the seismic response of bolted extended stiffened end-plate joints 66
Advanced steel bracing systems: experimental tests and analytical models 64
La vulnerabilità delle strutture 64
Steel eccentric braces 63
“Only-steel” buckling restrained braces: an experimental study 63
Finite element simulations on the ultimate response of extended stiffened end-plate joints 63
The influence of beam stiffness on seismic response of chevron concentric bracings 62
Bending resistance of bolted end plate joints for hollow section members 62
Behaviour of steel moment resisting frames under near fault earthquakes: The “FuTure” project 62
A special type of buckling-restrained brace for seismic retrofitting of RC buildings: design and testing 61
Experimental analysis of steel dissipative bracing systems for seismic upgrading 61
Seismic design of concentrically braced steel frames: Traditional force-based vs. innovative displacement-based design approaches 61
Eccentric bracing in seismic retrofitting: from full scale tests to numerical FEM analysis 60
Steel buckling restrained braces for seismic upgrading of RC buildings 60
Controventi concentrici ad instabilità impedita per il consolidamento sismico degli edifici in c.a.: prove sperimentali in scala reale 60
CONTROVENTI CONCENTRICI: discussione critica sui criteri di progetto dell’Eurocodice 8 e prospettive future 60
SISTEMA DI CONNESSIONE STRUTTURALE DISSIPATIVO PER MATERIALI COMPOSITI FIBRO-RINFORZATI E RELATIVO COMPLESSO DI CONNESSIONE STRUTTURALE DISSIPATIVO 60
Experimental tests of a real building seismically retrofitted by special buckling restrained braces 59
Rotation capacity vs. demand of steel beams under catastrophic enents 59
Un approccio integrato per la valutazione della vulnerabilità di un ponte ferroviario in carpenteria metallica di interesse storico 58
Lateral capacity of steel structures designed according to EC8 under catastrophic seismic events 58
Strategie e tecniche di intervento per il consolidamento strutturale 58
Seismic performance of multistorey frames with bolted extended end-plate joints: the influence of joint modelling assumptions 58
The flexural stiffness of the beam on seismic response of chevron concentric bracings 58
Experimental Tests on Steel Plate-to-Plate Splices Bonded by C-FRPS Laminas with and without Wrapping 58
Preliminary study on the seismic performance of hybrid steel structures with truss lightweight girders and plug-and-play connections 57
I controventi ad instabilità impedita per il consolidamento di edifici in c.a.. 56
All-steel buckling restrained braces for seismic upgrading of existing RC buildings 56
Seismic behaviour of dual steel concentric braced frames 56
Finite element simulations on the tensile resistance of bolted end- plate connections with tubular members 56
DISSIPATIVE STRUCTURAL CONNECTION SYSTEM FOR FIBER-REINFORCED COMPOSITE MATERIALS 55
Analisi numerica del comportamento ciclico di “link” corti per controventi eccentrici 55
Modal testing and dynamic identification of a two-story RC building 54
Le connessioni chiodate nelle strutture storiche in carpenteria metallica: analisi e sperimentazione 54
Vulnerability assessment of a historic railway bridge. 54
Analisi teorico-sperimentale del “Ponte della Sanità” a Napoli 54
Controventi ad instabilità impedita per il consolidamento di edifici in C.A. 54
Risposta sismica di strutture a controventi eccentrici progettati con acciai ad alta resistenza 54
Pre-test numerical simulations and experimental program on a dual eccentrically braced frame with replaceable links 54
Un approccio semplificato alla progettazione strutturale sostenibile: impostazione teorica ed applicazioni 54
Finite Element Analysis of Composite Replaceable Short Links 54
Comparison of different design requirements on P-delta effects for steel moment resisting frames 54
Un controvento speciale ad instabilità impedita per il consolidamento sismico di edifici in c.a. 53
Critical discussion on seismic design criteria for X concentrically braced frames 53
Displacement-based design of steel braced structures 52
Finite element modelling of lap shear riveted connections in fire 52
Proposal of design rules for ductile X-CBFS in the framework of EUROCODE 8 52
Three-dimensional limit analysis of dry-joint masonry walls by rigid block modelling using linear programming 52
Seismic design and performance of extended stiffened end-plate joints 52
Seismic upgrading of RC buildings by buckling-restrained braces: experimental results vs. numerical modelling 51
A Rigid Block Model with Cracking Units for Limit Analysis of Masonry Walls subject to In-Plane Loads 51
Computational Limit Analysis of Masonry Panels with Cracking Units using Rigid Block Modelling 51
A parametric study on the flexural behaviour of steel beams 51
Remarks on Seismic Design Rules of EC8 for Inverted-V CBFs 51
Influence of Composite Slab on the Nonlinear Response of Extended End-Plate Beam-to-Column Joints 51
Giunto trave-colonna decostruibile 51
Experimental and numerical study on the T-Stub behaviour with preloaded bolts under large deformations 51
Influence of Transvserse Beams On the Ultimate Behaviour of Seismic Resistant Parrtial Strength Beam-To-Colummn Joints 51
The influence of out-of-straightness imperfection in Physical-Theory models of bracing members on seismic performance assessment of concentric braced structures 50
La progettazione strutturale sostenibile delle strutture di acciaio 50
IMPROVING SUSTAINABILITY PERFORMANCE OF EXISTING BUILDINGS: A CASE STUDY 50
Study of cosmogenic activation above ground for the DarkSide-20k experiment 49
Removable friction dampers for low-damage steel beam-to-column joints 49
The influence of the beam flexural stiffness in the seismic response of inverted V concentric braced frames 49
Influence of Seismic design rules on the robustness of steel moment resisting frames 49
16 WCEE-16 World conference on Earthquake Engineering 49
The fire behaviour of extended stiffened joints designed for seismic actions 49
Simulation of inelastic cyclic behaviour of steel concentric bracings 48
The effect of different modelling approach on seismic analysis of steel concentric braced frames 48
Seismic behaviour of dual steel concentric braced frames 48
Analytical and numerical study of plastic overstrength of shear links 48
Seismic design rules for ductile eurocode compliant two storey X concentrically braced frames 48
An integrated approach for the vulnerability assessment of a historical metal railway bridge 47
Steel eccentric braces 47
Performance assessment and design methodology of free from damage moment resisting frames 47
Risposta sismica di strutture a controventi concentrici progettate con acciai ad alta resistenza 46
Seismic response of steel inverted v concentric braced frames: the influence of beam flexural stiffness 46
Totale 6.239
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Categoria #
all - tutte 50.389
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 50.389
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202058 0 0 0 0 0 0 0 0 0 0 0 58
2020/2021410 18 31 28 64 37 72 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
2024/20256.168 350 435 51 138 138 274 733 398 650 610 2.124 267
Totale 12.453