IRIS
BRUNESI, EMANUELE
 Distribuzione geografica
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Continente #
NA - Nord America 3.374
EU - Europa 3.114
AS - Asia 1.316
SA - Sud America 177
AF - Africa 120
Continente sconosciuto - Info sul continente non disponibili 119
OC - Oceania 5
Totale 8.225
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Nazione #
US - Stati Uniti d'America 3.266
IT - Italia 1.802
SG - Singapore 442
CN - Cina 425
DE - Germania 324
SE - Svezia 243
GB - Regno Unito 183
NL - Olanda 181
BR - Brasile 87
VN - Vietnam 74
CA - Canada 69
CZ - Repubblica Ceca 67
CH - Svizzera 64
CI - Costa d'Avorio 60
IN - India 58
RU - Federazione Russa 48
BD - Bangladesh 46
FR - Francia 45
HK - Hong Kong 44
TR - Turchia 34
FI - Finlandia 24
CO - Colombia 21
EE - Estonia 21
AR - Argentina 20
MX - Messico 20
JP - Giappone 19
PK - Pakistan 19
ID - Indonesia 18
PL - Polonia 17
SA - Arabia Saudita 17
MY - Malesia 16
UA - Ucraina 16
EC - Ecuador 15
ZA - Sudafrica 15
IR - Iran 14
IQ - Iraq 13
PH - Filippine 13
BE - Belgio 11
ES - Italia 11
CL - Cile 9
IE - Irlanda 8
MA - Marocco 8
VE - Venezuela 8
EG - Egitto 7
IL - Israele 7
PE - Perù 7
PT - Portogallo 7
UZ - Uzbekistan 7
KR - Corea 6
PY - Paraguay 6
TW - Taiwan 6
AE - Emirati Arabi Uniti 5
AT - Austria 5
BG - Bulgaria 5
GT - Guatemala 5
LY - Libia 5
BO - Bolivia 4
CR - Costa Rica 4
GR - Grecia 4
LT - Lituania 4
NP - Nepal 4
PS - Palestinian Territory 4
TH - Thailandia 4
TN - Tunisia 4
CG - Congo 3
NZ - Nuova Zelanda 3
SK - Slovacchia (Repubblica Slovacca) 3
SY - Repubblica araba siriana 3
AL - Albania 2
BY - Bielorussia 2
DZ - Algeria 2
ET - Etiopia 2
HN - Honduras 2
HU - Ungheria 2
JM - Giamaica 2
JO - Giordania 2
KE - Kenya 2
KZ - Kazakistan 2
LB - Libano 2
MD - Moldavia 2
NI - Nicaragua 2
NO - Norvegia 2
OM - Oman 2
RO - Romania 2
RS - Serbia 2
SC - Seychelles 2
SI - Slovenia 2
SV - El Salvador 2
A1 - Anonimo 1
AD - Andorra 1
AO - Angola 1
AU - Australia 1
BH - Bahrain 1
BN - Brunei Darussalam 1
CM - Camerun 1
CY - Cipro 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
GH - Ghana 1
KG - Kirghizistan 1
Totale 8.089
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Città #
San Jose 555
Ashburn 343
Chandler 329
Singapore 234
Chicago 227
Princeton 203
Frankfurt am Main 188
London 149
Council Bluffs 146
San Mateo 138
Boardman 111
The Dalles 102
Beijing 80
Columbus 78
Milan 78
Pavia 70
Munich 66
Brno 61
Abidjan 60
Zurich 59
Los Angeles 52
Lawrence 50
Hong Kong 42
Las Vegas 37
Santa Clara 33
Toronto 27
Dallas 25
Tallinn 21
Hanoi 20
Ho Chi Minh City 20
Ann Arbor 18
Atlanta 18
Helsinki 18
Miami 17
Orem 15
Assago 14
New York 14
Rome 12
Boston 11
Tokyo 11
Brooklyn 10
Chennai 10
Dhaka 10
San Francisco 10
Brussels 9
Montreal 9
São Paulo 9
Changsha 8
Johannesburg 8
Medellín 8
Redwood City 8
Amsterdam 7
Tashkent 7
Warsaw 7
Guayaquil 6
Kuala Lumpur 6
Lahore 6
Lima 6
Manchester 6
Nanjing 6
Phoenix 6
Shanghai 6
Stockholm 6
Buffalo 5
Catania 5
Guangzhou 5
Haiphong 5
Hanover 5
Istanbul 5
Jakarta 5
Jeddah 5
Medina 5
Mumbai 5
Netanya 5
Turku 5
Asunción 4
Bari 4
Cape Town 4
Delft 4
Hyderabad 4
Izmir 4
Karbala 4
Kuala Selangor 4
Kunming 4
La Paz 4
Mexico City 4
Moscow 4
Naples 4
Philadelphia 4
Quito 4
Roubaix 4
San Quirico 4
Seattle 4
Shijiazhuang 4
Xi'an 4
Zhengzhou 4
Ankara 3
Belo Horizonte 3
Berlin 3
Bexley 3
Totale 4.082
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Nome #
A probabilistic strong floor motion duration model for seismic performance assessment of non‐structural building elements 612
Derivation of floor acceleration spectra for an industrial liquid tank supporting structure with braced frame systems 533
Nonlinear dynamic response of a precast concrete building to sudden column removal 319
Seismic analysis of high-rise mega-braced frame-core buildings 316
Seismic assessment of an industrial frame-tank system: development of fragility functions 252
Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse 234
Earthquake-induced nonlinear sloshing response of above-ground steel tanks with damped or undamped floating roof 199
Floor spectra estimates for an industrial special CBF structure 179
Critical modelling criteria for precast pre-stressed hollow-core slabs 168
Extreme response of reinforced concrete buildings through fiber force-based finite element analysis 146
Influence of masonry infills on the progressive collapse resistance of reinforced concrete framed buildings 145
Probabilistic evaluation of earthquake-induced sloshing wave height in above-ground liquid storage tanks 143
Seismic Performance of Suspended Piping Restraint Installations 140
A Framework for the Quantification of Non-Structural Seismic Performance Factors 140
Experimental and numerical investigation of the seismic response of precast wall connections 136
Numerical Modelling and Validation of the Response of Masonry Infilled RC Frames Using Experimental Testing Results 132
Effect of cyclic loading protocols on the experimental seismic performance evaluation of suspended piping restraint installations 131
Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis 122
Evaluation of the shear capacity of precast-prestressed hollow core slabs: numerical and experimental comparisons 119
Seismic performance of storage steel tanks during the May 2012 Emilia, Italy, Earthquakes 117
Seismic assessment and qualification of non-structural elements in Europe: a critical review 115
Effects of structural openings on the buckling strength of cylindrical shells 113
Seismic Numerical Modelling of Suspended Piping Trapeze Restraint Installations Based on Component Testing 111
Probabilistic Estimation of Floor Response Spectra in Masonry Infilled Reinforced Concrete Building Portfolio 110
Cyclic tensile testing of a three-way panel connection for precast wall-slab-wall structures 110
Evaluation of the Seismic Response of Precast Wall Connections: Experimental Observations and Numerical Modeling 109
Seismic Acceleration and Displacement Demand Profiles of Non-Structural Elements in Hospital Buildings 105
Friction characterization testing of fabric felt material used in precast structures 104
Expeditious numerical capacity assessment in precast structures via inelastic performance-based spectra 101
Numerical web-shear strength assessment of precast prestressed hollow core slab units 101
Nonlinear material modelling for fibre-based progressive collapse analysis of RC framed buildings 100
Experimental investigation of the cyclic response of reinforced precast concrete framed structures 98
Cyclic testing and analysis of a full-scale cast-in-place reinforced concrete wall-slab-wall structure 98
Influence of beam-to-column connections in seismic vulnerability assessment of steel structures 97
Experimental seismic response evaluation of suspended piping restraint installations 97
Shake table testing for seismic performance evaluation of non-structural elements 92
Experimental Seismic Performance Evaluation of Suspended Piping Restraint Installations 91
Seismic response of MRFs with partially-restrained bolted beam-to-column connections through FE analyses 91
Mechanical model for seismic response assessment of lightly reinforced concrete walls 90
Shake-table testing of a full-scale two-story precast wall-slab-wall structure 89
Seismic fragility analysis of MRFs with PR bolted connections using IDA approach 88
Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure 88
Cyclic tensile testing of a three-way panel connection for precast wall-slab-wall structures 86
Progressive collapse fragility models of RC framed buildings based on pushdown analysis 85
Response of partially-restrained bolted beam-to-column connections under cyclic loads 84
Evaluation of the response of partially restrained bolted beam-to-column connection subjected to cyclic pseudo-static loads 84
Seismic Response of High-Rise Mega-Braced Frame-Core Buildings through FE Analysis 84
Numerical simulation of hollow steel profiles for lightweight concrete sandwich panels 83
Numerical modeling and seismic analysis of tall steel buildings with braced frame systems 82
Progressive collapse resistance of framed buildings with partially encased composite beams 82
Impact of masonry infill variability on the estimation of floor response spectra in RC buildings 82
Seismic performance of precast industrial facilities following major earthquakes in the Italian territory 81
Risk-aware navigation in industrial plants at risk of NaTech accidents 77
Seismic performance of steel MRFs with partially-restrained, bolted, beam-to-column connections through FE simulations 74
ASSESSMENT OF THE TORSIONAL BEHAVIOR OF HOLLOW-CORE SLABS 73
Investigating the Effect of Bending on the Seismic Performance of Hollow-Core Flooring 73
Seismic performance of high-rise steel MRFs with outrigger and belt trusses through nonlinear dynamic FE simulations 72
Experimental evaluation of the seismic response of precast wall connections 72
Risk-aware navigation in industrial plants at risk of NaTech accidents 70
Robustness-oriented conceptual design of precast concrete frame structures 69
Experimentally Calibrated Numerical Modeling for Performance-Based Seismic Design of Low-Frequency Rocking Electrical Cabinets 60
Influence of structural openings on the buckling strength of cylindrical shells under axial compression 59
Evaluating the Seismic Resilience of Above-Ground Liquid Storage Tanks 56
A Global Performance-Based Seismic Assessment of a Retrofitted Hospital Building Equipped with Dissipative Bracing Systems 45
Fibre-based model for dynamic analysis of high-rise mega-braced frame-core building systems 44
Understanding the Seismic Resilience of Metallic Cylindrical Tanks Through Parametric Analysis 35
UTILIZATION OF A SENSOR ARRAY FOR THE RISK-AWARE NAVIGATION IN INDUSTRIAL PLANTS AT RISK OF NATECH ACCIDENTS 32
Totale 8.225
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Categoria #
all - tutte 51.384
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 51.384
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022112 0 0 0 17 6 0 35 7 20 24 0 3
2022/20231.708 321 239 130 164 64 160 7 159 143 64 222 35
2023/20241.303 141 98 119 87 109 97 202 49 77 69 72 183
2024/20251.199 210 101 80 80 137 98 48 33 152 71 65 124
2025/20262.758 104 90 171 160 201 136 574 322 423 323 96 158
2026/2027709 102 226 184 197 0 0 0 0 0 0 0 0
Totale 8.225