CRIS Current Research Information System

TROMBETTI, TOMASO
 Distribuzione geografica
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Continente #
EU - Europa 17.316
AS - Asia 15.639
NA - Nord America 15.377
SA - Sud America 1.135
AF - Africa 936
OC - Oceania 56
Continente sconosciuto - Info sul continente non disponibili 8
AN - Antartide 2
Totale 50.469
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Nazione #
US - Stati Uniti d'America 15.170
IT - Italia 4.609
CN - Cina 4.539
SG - Singapore 4.196
DE - Germania 4.075
VN - Vietnam 3.310
GB - Regno Unito 3.157
FR - Francia 1.108
UA - Ucraina 1.021
IN - India 927
HK - Hong Kong 916
BR - Brasile 776
RU - Federazione Russa 764
SE - Svezia 506
IE - Irlanda 429
NL - Olanda 380
JP - Giappone 374
KR - Corea 299
EE - Estonia 271
ZA - Sudafrica 269
TG - Togo 245
CI - Costa d'Avorio 195
FI - Finlandia 183
BG - Bulgaria 147
CA - Canada 133
BD - Bangladesh 127
AR - Argentina 125
PH - Filippine 124
TR - Turchia 123
JO - Giordania 105
CH - Svizzera 99
SC - Seychelles 89
ID - Indonesia 78
BE - Belgio 76
PL - Polonia 73
TH - Thailandia 70
IR - Iran 69
AT - Austria 65
ES - Italia 65
EC - Ecuador 61
IQ - Iraq 59
GR - Grecia 57
TW - Taiwan 51
PE - Perù 50
PK - Pakistan 47
MX - Messico 44
CO - Colombia 41
PT - Portogallo 41
AU - Australia 36
EG - Egitto 35
SA - Arabia Saudita 35
IL - Israele 34
CL - Cile 33
RO - Romania 31
UZ - Uzbekistan 28
HR - Croazia 26
NG - Nigeria 21
PY - Paraguay 21
MA - Marocco 18
NZ - Nuova Zelanda 18
AL - Albania 17
MY - Malesia 17
TN - Tunisia 15
CZ - Repubblica Ceca 14
KE - Kenya 14
KZ - Kazakistan 14
RS - Serbia 14
AE - Emirati Arabi Uniti 13
LT - Lituania 13
DK - Danimarca 12
LB - Libano 12
DZ - Algeria 11
HU - Ungheria 11
NO - Norvegia 11
VE - Venezuela 11
BO - Bolivia 10
NP - Nepal 10
CY - Cipro 9
OM - Oman 9
SK - Slovacchia (Repubblica Slovacca) 9
SY - Repubblica araba siriana 8
BA - Bosnia-Erzegovina 7
BY - Bielorussia 7
PS - Palestinian Territory 7
DO - Repubblica Dominicana 6
ET - Etiopia 6
GE - Georgia 6
JM - Giamaica 6
CR - Costa Rica 5
EU - Europa 5
AM - Armenia 4
AZ - Azerbaigian 4
LK - Sri Lanka 4
SM - San Marino 4
UY - Uruguay 4
AO - Angola 3
KH - Cambogia 3
LU - Lussemburgo 3
LV - Lettonia 3
LY - Libia 3
Totale 50.418
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Città #
Singapore 2.786
Southend 2.652
Frankfurt am Main 2.225
Ashburn 1.274
Chandler 1.072
Santa Clara 1.008
San Jose 959
Fairfield 836
Hong Kong 811
Jacksonville 742
Princeton 697
Wilmington 666
Ho Chi Minh City 661
Hanoi 631
Bologna 619
Beijing 571
Dong Ket 562
Hefei 489
Ann Arbor 470
Woodbridge 428
Dublin 424
Boardman 419
Houston 418
Rome 396
Milan 365
Seattle 360
Lauterbourg 342
Westminster 308
Tokyo 305
Padova 303
Cambridge 298
Nanjing 293
Dallas 278
Medford 259
Berlin 255
Lomé 245
Los Angeles 243
Seoul 232
Abidjan 195
Jinan 195
New York 184
Helsinki 160
Saint Petersburg 160
Shenyang 159
Buffalo 158
Sofia 144
Mülheim 142
Grafing 124
Guangzhou 120
Changsha 118
Redondo Beach 106
Amman 104
Shanghai 104
Da Nang 103
Hebei 101
Florence 96
Haiphong 95
Nanchang 94
Turin 90
Tianjin 83
Munich 80
The Dalles 79
Jiaxing 78
Zhengzhou 77
Mahé 74
Des Moines 73
São Paulo 73
San Diego 72
Council Bluffs 71
Naples 64
Redmond 64
Hangzhou 63
Yubileyny 60
Redwood City 59
Brussels 56
Amsterdam 55
Pune 52
Verona 51
Bengaluru 50
Haikou 49
Olalla 49
Chicago 48
London 47
Falls Church 45
Paris 45
Taizhou 45
Lima 44
Orem 44
Bari 42
Ningbo 42
Bremen 41
Norwalk 41
Vienna 41
Warsaw 41
Ankara 39
San Francisco 39
Shenzhen 39
Phoenix 38
Moscow 37
Toronto 36
Totale 30.880
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Nome #
ANALISI PROBABILISTICA DI PERICOLOSITA’ SISMICA: L’APPLICAZIONE DI METODOLOGIE PSHA AL TERRITORIO ITALIANO 1.378
STRUCTURAL FUNCTIONING OF THE GUGGENHEIM MUSEUM OF NEW YORK 448
«Suonare lo strumento del mondo». La casa Cavanelas di Oscar Niemeyer e Roberto Burle Marx a Pedro do Rio 341
Come è stato costruito il Guggenheim 322
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 317
Wire and arc additive manufacturing : a research perspective 297
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 270
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 267
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 252
Pier Luigi Nervi. Gli stadi per il calcio 252
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 250
L’effetto della corrosione per “pitting” sulla risposta forza-spostamento di trefoli in acciaio 248
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES 248
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 244
Le Torri Asinelli e Garisenda: le indagini e gli interventi di consolidamento 242
Blended structural optimization for wire-and-arc additively manufactured beams 239
Pier Luigi Nervi - Master Builder 239
Predictive Capabilities of the Alpha Method: Shaking Table Tests and Field Data Verification 237
On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems 235
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 231
Architettura e costruzione. La declinazione strutturale da Gustave eiffel a Rem Koolhaas 230
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 227
Stampante tridimensionale, relativo procedimento per la realizzazione di un oggetto stampato ed oggetto così ottenuto 226
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 223
PHYSICAL AND NUMERICAL APPROACHES FOR THE OPTIMAL INSERTION OF SEISMIC VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES 222
A SYNTHETIC PARAMETER CAPABLE OF CAPTURING THE TORSIONAL BEHAVIOR OF ONE-STOREY ASYMMETRIC STRUCTURES 219
A METHODOLOGY FOR DETERMINATION OF EFFICIENT EARTHQUAKE BINS FOR PERFORMANCE BASED SEISMIC DESIGN 218
Stampante tridimensionale e relativo procedimento di stampa 217
Design strength parameters of dot-by-dot Wire-and-Arc Additively Manufactured stainless steel bars 210
New Insight Into and Simplified Approach to Analysis of Laterally-Torsionally Coupled One-Story Systems 209
A Possible Interpretation of Data acquired from Monitoring Systems 207
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 207
Pier Luigi Nervi. Architetture per lo sport 203
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 203
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 202
Effectiveness of linking non moment-resisting steel frame structures and lateral-resisting concrete cores with viscous dampers for the mitigation of the seismic effects 201
Investigation on the elastic flexural stiffness of dot-by-dot wire-and-arc additively manufactured stainless steel bars 200
A case study for seismic dampers placed between non moment resisting steel frame structures and lateral resisting concrete cores 199
Experimentally-validated orthotropic elastic model for Wire-and-Arc Additively Manufactured stainless steel 198
Riflessioni per un riuso della ex Manifattura Tabacchi 197
AA5083 (Al–Mg) plates produced by wire-and-arc additive manufacturing: effect of specimen orientation on microstructure and tensile properties 197
Effectiveness of commercial oil pressure seismic devices for bridges 196
Analytical Models for the Force-Displacement Response of a Corroded Seven-Wire Strand 196
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 195
Simultaneous design of the topology and the build orientation of Wire-and-Arc Additively Manufactured structural elements 195
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 193
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 192
Postfazione: Pier Luigi Nervi e l'Alma Mater Studiorum: un breve dialogo 191
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 190
A methodology for the identification of design earthquake inputs 189
A Proposed Approach for Probabilistic Seismic Hazard Analysis 189
Palo reticolare 188
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 186
Towards 3D-printed steel grid-shells: the main idea and first studies 185
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 184
Experimental tests on Crescent Shaped Braces hysteretic devices 184
PALO RETICOLARE E RELATIVA STRUTTURA ROMBOIDALE 183
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 183
EFFECTIVENESS OF INSERTING DAMPERS BETWEEN FRAMES AND LATERAL RESISTING ELEMENTS FOR THE MITIGATION OF THE SEISMIC EFFECTS 182
A case study of a building in L’Aquila, Italy for evaluating the effects of masonry infills on the seismic behavior of r.c. frame structures 182
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 182
Influence of Interlayer Forced Air Cooling on Microstructure and Mechanical Properties of Wire Arc Additively Manufactured 304L Austenitic Stainless Steel 181
Experimental characterization, modeling and identification of the NEES-UCSD shake table mechanical system 180
Structural reliability of the “Palazzo della Civiltà Italiana” in Rome EUR 180
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 180
Italy’s new forensic engineering research centre: A progress report 180
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART II: APPLICATION TO A PRECAST R.C. STRUCTURE 179
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 179
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 179
Seismic Modelling of a Masonry Monument Including the Interaction of the Vaults, Longitudinal Walls and Soil 179
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 178
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels without openings 177
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 177
In-plane shear behaviour of thin low reinforced concrete panels for earthquake re-construction 176
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 176
Novel schemes for inserting seismic dampers in shear-type systems based upon the mass proportional component of the Rayleigh damping matrix 176
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 175
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 175
Added viscous dampers in shear type structures: the effectiveness of mass proportional damping 174
Multi-performance seismic design through an enhanced first-storey isolation system 172
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 171
Linking adjacent shear-type structures with viscous dampers for the mitigation of the seismic effects 170
Pier Luigi Nervi. Architetture per lo sport 170
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 170
A New Procedure For Probabilistic Seismic Hazard Analysis 169
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 168
Master di II livello: "L'Ingegneria Strutturale nel Terzo Millennio" 167
METHODOLOGY FOR EPI GROUP CREATION 166
Il modello meccanico e strutturale del Duomo di Modena 166
A special solution for lateral-resisting systems capable of multiple seismic performances 165
Shaking-table tests of flat-bottom circular silos containing grain-like material 165
Results of pseudo-static tests with cyclic horizontal load on H-shaped substructure composed of concrete/polystyrene sandwich bearing panels without openings 164
Il comportamento strutturale del Duomo di Modena in campo statico e dinamico 164
A synthetic formulation for evaluating the maximum displacement of the corner points in eccentric structures due to the seismic effects 163
A comprehensive study on the seismic response of one-storey asymmetric systems 163
Optimal Insertion of Viscous Dampers into Shear Type Structures: Seismic Performances and Applicability of the MPD System 163
An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five-storey Steel Building Structure 163
Experimentally-validated buckling behavior of wire-arc additively manufactured stainless steel bars 162
Stress-based form-finding of gridshells for Wire-and-Arc Additive Manufacturing considering overhang constraints 162
Numerical verification of the effectiveness of the “ALPHA” method for the estimation of the maximum rotational response of eccentric systems 162
Totale 21.423
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Categoria #
all - tutte 136.112
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 136.112
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.261 0 0 0 0 0 0 0 0 0 0 246 1.015
2021/20225.336 553 289 237 264 540 341 154 387 254 221 924 1.172
2022/20235.500 614 860 302 715 339 348 240 306 950 132 462 232
2023/20243.092 160 278 181 159 230 502 199 201 157 238 278 509
2024/202510.132 648 1.685 969 1.038 1.917 625 801 329 240 330 339 1.211
2025/202614.788 612 1.394 1.682 1.085 1.850 890 1.762 516 3.018 1.478 501 0
Totale 51.439