CRIS Current Research Information System

TROMBETTI, TOMASO
 Distribuzione geografica
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Continente #
EU - Europa 17.742
NA - Nord America 16.644
AS - Asia 15.939
SA - Sud America 1.162
Continente sconosciuto - Info sul continente non disponibili 983
AF - Africa 942
OC - Oceania 57
AN - Antartide 2
Totale 53.471
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Nazione #
US - Stati Uniti d'America 16.373
IT - Italia 4.979
CN - Cina 4.569
SG - Singapore 4.225
DE - Germania 4.075
VN - Vietnam 3.312
GB - Regno Unito 3.165
FR - Francia 1.110
UA - Ucraina 1.021
HK - Hong Kong 950
IN - India 926
BR - Brasile 789
RU - Federazione Russa 763
SE - Svezia 505
IE - Irlanda 428
NL - Olanda 397
JP - Giappone 377
BD - Bangladesh 322
KR - Corea 303
EE - Estonia 271
ZA - Sudafrica 269
TG - Togo 244
CI - Costa d'Avorio 194
FI - Finlandia 183
CA - Canada 167
BG - Bulgaria 147
AR - Argentina 128
PH - Filippine 125
TR - Turchia 124
JO - Giordania 104
CH - Svizzera 101
SC - Seychelles 96
BE - Belgio 81
ES - Italia 79
ID - Indonesia 79
PL - Polonia 74
TH - Thailandia 71
IR - Iran 70
AT - Austria 65
EC - Ecuador 62
IQ - Iraq 59
GR - Grecia 57
MX - Messico 51
PE - Perù 51
TW - Taiwan 51
PK - Pakistan 47
CO - Colombia 43
PT - Portogallo 41
CL - Cile 38
AU - Australia 36
EG - Egitto 35
IL - Israele 34
SA - Arabia Saudita 34
RO - Romania 32
UZ - Uzbekistan 28
HR - Croazia 26
PY - Paraguay 22
NG - Nigeria 21
AL - Albania 18
MA - Marocco 18
NZ - Nuova Zelanda 18
MY - Malesia 17
DK - Danimarca 15
RS - Serbia 15
TN - Tunisia 15
CZ - Repubblica Ceca 14
KE - Kenya 14
KZ - Kazakistan 14
AE - Emirati Arabi Uniti 13
LT - Lituania 13
HU - Ungheria 12
LB - Libano 12
VE - Venezuela 12
DZ - Algeria 11
NO - Norvegia 11
BO - Bolivia 10
JM - Giamaica 10
NP - Nepal 10
CY - Cipro 9
OM - Oman 9
SK - Slovacchia (Repubblica Slovacca) 9
BY - Bielorussia 8
CR - Costa Rica 8
SY - Repubblica araba siriana 8
BA - Bosnia-Erzegovina 7
PS - Palestinian Territory 7
DO - Repubblica Dominicana 6
ET - Etiopia 6
GE - Georgia 6
EU - Europa 5
AM - Armenia 4
AZ - Azerbaigian 4
GT - Guatemala 4
LK - Sri Lanka 4
LV - Lettonia 4
SM - San Marino 4
SV - El Salvador 4
UY - Uruguay 4
AO - Angola 3
GD - Grenada 3
Totale 52.427
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Città #
Singapore 2.815
Southend 2.647
Frankfurt am Main 2.226
Ashburn 1.309
Chandler 1.067
Santa Clara 1.040
San Jose 1.026
Fairfield 836
Hong Kong 833
Jacksonville 743
Princeton 696
Wilmington 669
Ho Chi Minh City 659
Bologna 643
Hanoi 631
Beijing 588
Boardman 577
Dong Ket 562
Hefei 489
Ann Arbor 470
Rome 447
Milan 442
Woodbridge 428
Dublin 423
Houston 421
Seattle 362
Council Bluffs 345
Lauterbourg 341
Tokyo 308
Westminster 307
Padova 303
Cambridge 299
Dallas 293
Nanjing 293
Los Angeles 286
Medford 259
Berlin 254
Lomé 244
Seoul 232
New York 208
Abidjan 194
Jinan 193
Buffalo 165
Saint Petersburg 160
Helsinki 159
Shenyang 159
Sofia 144
Mülheim 142
Grafing 124
Guangzhou 120
Changsha 118
Redondo Beach 106
Da Nang 105
Shanghai 105
Amman 103
Hebei 101
Florence 99
Turin 96
Haiphong 95
Nanchang 94
Tianjin 83
Munich 80
The Dalles 79
Jiaxing 78
Zhengzhou 77
Mahé 74
Naples 74
San Diego 74
Des Moines 72
São Paulo 72
Hangzhou 63
Redmond 62
Brussels 60
Chicago 60
Yubileyny 60
Redwood City 59
Verona 58
Amsterdam 54
Pune 52
Bengaluru 50
Olalla 49
Haikou 48
London 48
Phoenix 48
Bari 46
Falls Church 46
Orem 46
Paris 45
Taizhou 45
Lima 44
Ningbo 42
Norwalk 42
San Francisco 42
Bremen 41
Vienna 41
Warsaw 41
Ankara 39
Shenzhen 39
Toronto 39
Atlanta 38
Totale 31.813
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Nome #
ANALISI PROBABILISTICA DI PERICOLOSITA’ SISMICA: L’APPLICAZIONE DI METODOLOGIE PSHA AL TERRITORIO ITALIANO 1.410
STRUCTURAL FUNCTIONING OF THE GUGGENHEIM MUSEUM OF NEW YORK 474
«Suonare lo strumento del mondo». La casa Cavanelas di Oscar Niemeyer e Roberto Burle Marx a Pedro do Rio 345
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 330
L’effetto della corrosione per “pitting” sulla risposta forza-spostamento di trefoli in acciaio 327
Come è stato costruito il Guggenheim 325
Wire and arc additive manufacturing : a research perspective 315
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES 307
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 293
Pier Luigi Nervi. Gli stadi per il calcio 281
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 275
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 254
Blended structural optimization for wire-and-arc additively manufactured beams 253
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 253
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 251
Le Torri Asinelli e Garisenda: le indagini e gli interventi di consolidamento 249
Pier Luigi Nervi - Master Builder 243
On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems 242
Stampante tridimensionale e relativo procedimento di stampa 241
Design strength parameters of dot-by-dot Wire-and-Arc Additively Manufactured stainless steel bars 241
Predictive Capabilities of the Alpha Method: Shaking Table Tests and Field Data Verification 241
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 238
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 237
Stampante tridimensionale, relativo procedimento per la realizzazione di un oggetto stampato ed oggetto così ottenuto 237
PHYSICAL AND NUMERICAL APPROACHES FOR THE OPTIMAL INSERTION OF SEISMIC VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES 236
Architettura e costruzione. La declinazione strutturale da Gustave eiffel a Rem Koolhaas 234
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 230
Experimentally-validated orthotropic elastic model for Wire-and-Arc Additively Manufactured stainless steel 229
The Garisenda Tower in Bologna: Effects of degradation of selenite basement on its static behaviour 224
A SYNTHETIC PARAMETER CAPABLE OF CAPTURING THE TORSIONAL BEHAVIOR OF ONE-STOREY ASYMMETRIC STRUCTURES 223
New Insight Into and Simplified Approach to Analysis of Laterally-Torsionally Coupled One-Story Systems 221
A Possible Interpretation of Data acquired from Monitoring Systems 219
A METHODOLOGY FOR DETERMINATION OF EFFICIENT EARTHQUAKE BINS FOR PERFORMANCE BASED SEISMIC DESIGN 219
Investigation on the elastic flexural stiffness of dot-by-dot wire-and-arc additively manufactured stainless steel bars 218
Structural evaluation of the Palazzo della Civilta` Italiana in Rome 216
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 211
Pier Luigi Nervi. Architetture per lo sport 209
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 208
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 206
AA5083 (Al–Mg) plates produced by wire-and-arc additive manufacturing: effect of specimen orientation on microstructure and tensile properties 206
Simultaneous design of the topology and the build orientation of Wire-and-Arc Additively Manufactured structural elements 205
Effectiveness of linking non moment-resisting steel frame structures and lateral-resisting concrete cores with viscous dampers for the mitigation of the seismic effects 204
A case study for seismic dampers placed between non moment resisting steel frame structures and lateral resisting concrete cores 204
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 202
Riflessioni per un riuso della ex Manifattura Tabacchi 202
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 201
PALO RETICOLARE E RELATIVA STRUTTURA ROMBOIDALE 199
Analytical Models for the Force-Displacement Response of a Corroded Seven-Wire Strand 199
Effectiveness of commercial oil pressure seismic devices for bridges 198
Postfazione: Pier Luigi Nervi e l'Alma Mater Studiorum: un breve dialogo 197
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 197
Towards 3D-printed steel grid-shells: the main idea and first studies 197
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 196
Structural reliability of the “Palazzo della Civiltà Italiana” in Rome EUR 196
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 196
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 196
Palo reticolare 192
Experimentally-validated buckling behavior of wire-arc additively manufactured stainless steel bars 191
A methodology for the identification of design earthquake inputs 191
A Proposed Approach for Probabilistic Seismic Hazard Analysis 190
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 189
Influence of Interlayer Forced Air Cooling on Microstructure and Mechanical Properties of Wire Arc Additively Manufactured 304L Austenitic Stainless Steel 188
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 187
EFFECTIVENESS OF INSERTING DAMPERS BETWEEN FRAMES AND LATERAL RESISTING ELEMENTS FOR THE MITIGATION OF THE SEISMIC EFFECTS 186
Experimental characterization, modeling and identification of the NEES-UCSD shake table mechanical system 186
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 186
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 186
Experimental tests on Crescent Shaped Braces hysteretic devices 186
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 186
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 185
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART II: APPLICATION TO A PRECAST R.C. STRUCTURE 183
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 183
Italy’s new forensic engineering research centre: A progress report 183
Seismic Modelling of a Masonry Monument Including the Interaction of the Vaults, Longitudinal Walls and Soil 183
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 181
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels without openings 181
In-plane shear behaviour of thin low reinforced concrete panels for earthquake re-construction 181
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 181
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 181
Stress-based form-finding of gridshells for Wire-and-Arc Additive Manufacturing considering overhang constraints 180
Added viscous dampers in shear type structures: the effectiveness of mass proportional damping 180
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 179
Novel schemes for inserting seismic dampers in shear-type systems based upon the mass proportional component of the Rayleigh damping matrix 179
METHODOLOGY FOR EPI GROUP CREATION 177
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 176
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 176
Il comportamento strutturale del Duomo di Modena in campo statico e dinamico 175
Il modello meccanico e strutturale del Duomo di Modena 175
Design for Additive Manufacturing of Crescent Shaped Brace Device to Strengthen Pinned Beam-Column Connections 174
Linking adjacent shear-type structures with viscous dampers for the mitigation of the seismic effects 174
La lezione di Pier Luigi Nervi 174
Multi-performance seismic design through an enhanced first-storey isolation system 174
Pier Luigi Nervi. Architetture per lo sport 174
A New Procedure For Probabilistic Seismic Hazard Analysis 172
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 172
Master di II livello: "L'Ingegneria Strutturale nel Terzo Millennio" 171
Results of pseudo-static tests with cyclic horizontal load on H-shaped substructure composed of concrete/polystyrene sandwich bearing panels without openings 170
Numerical verification of the effectiveness of the “ALPHA” method for the estimation of the maximum rotational response of eccentric systems 168
Seismic design of pre-cast reinforced concrete structures using additional viscous dampers 167
A special solution for lateral-resisting systems capable of multiple seismic performances 167
Totale 22.480
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Categoria #
all - tutte 145.502
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 145.502
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20224.769 0 288 236 264 538 341 154 387 254 221 919 1.167
2022/20235.482 612 857 302 710 338 347 240 305 947 132 460 232
2023/20243.090 159 278 181 159 230 502 198 201 157 238 278 509
2024/202510.113 646 1.678 969 1.036 1.914 624 799 329 240 330 339 1.209
2025/202615.996 611 1.391 1.679 1.085 1.847 888 1.757 516 3.010 1.476 844 892
2026/2027896 704 192 0 0 0 0 0 0 0 0 0 0
Totale 53.471