CRIS Current Research Information System

TROMBETTI, TOMASO
 Distribuzione geografica
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Continente #
EU - Europa 15.117
NA - Nord America 11.971
AS - Asia 6.175
AF - Africa 763
SA - Sud America 188
OC - Oceania 41
Continente sconosciuto - Info sul continente non disponibili 6
AN - Antartide 2
Totale 34.263
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Nazione #
US - Stati Uniti d'America 11.901
DE - Germania 3.894
IT - Italia 3.760
GB - Regno Unito 3.036
CN - Cina 2.563
SG - Singapore 1.491
UA - Ucraina 991
VN - Vietnam 837
RU - Federazione Russa 726
IN - India 721
FR - Francia 591
SE - Svezia 476
IE - Irlanda 419
NL - Olanda 272
EE - Estonia 271
TG - Togo 244
ZA - Sudafrica 229
CI - Costa d'Avorio 161
BG - Bulgaria 141
HK - Hong Kong 104
JO - Giordania 99
CH - Svizzera 92
FI - Finlandia 84
BR - Brasile 82
SC - Seychelles 81
BE - Belgio 67
TR - Turchia 66
CA - Canada 61
JP - Giappone 51
AT - Austria 50
IR - Iran 47
ID - Indonesia 42
PE - Perù 41
GR - Grecia 38
ES - Italia 34
PT - Portogallo 32
RO - Romania 29
KR - Corea 28
PL - Polonia 25
IL - Israele 24
AU - Australia 23
PH - Filippine 23
EC - Ecuador 20
EG - Egitto 20
HR - Croazia 19
NG - Nigeria 19
NZ - Nuova Zelanda 18
CO - Colombia 16
CL - Cile 13
AR - Argentina 10
LB - Libano 10
NO - Norvegia 10
CZ - Repubblica Ceca 9
DK - Danimarca 9
TW - Taiwan 9
CY - Cipro 7
HU - Ungheria 7
MX - Messico 7
RS - Serbia 7
SA - Arabia Saudita 7
BD - Bangladesh 6
LT - Lituania 6
PK - Pakistan 6
UZ - Uzbekistan 6
AE - Emirati Arabi Uniti 5
BO - Bolivia 5
EU - Europa 5
KZ - Kazakistan 5
BA - Bosnia-Erzegovina 4
MY - Malesia 4
SM - San Marino 4
SY - Repubblica araba siriana 4
TN - Tunisia 4
DZ - Algeria 3
SK - Slovacchia (Repubblica Slovacca) 3
TH - Thailandia 3
AL - Albania 2
BY - Bielorussia 2
GS - Georgia del Sud e Isole Sandwich Australi 2
KH - Cambogia 2
LK - Sri Lanka 2
LU - Lussemburgo 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AD - Andorra 1
AM - Armenia 1
AZ - Azerbaigian 1
CR - Costa Rica 1
IM - Isola di Man 1
JM - Giamaica 1
LA - Repubblica Popolare Democratica del Laos 1
MA - Marocco 1
MC - Monaco 1
MD - Moldavia 1
MT - Malta 1
SN - Senegal 1
VE - Venezuela 1
Totale 34.263
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Città #
Southend 2.652
Frankfurt am Main 2.165
Singapore 1.247
Chandler 1.072
Santa Clara 964
Ashburn 914
Fairfield 836
Jacksonville 740
Princeton 697
Wilmington 662
Dong Ket 562
Bologna 529
Ann Arbor 470
Woodbridge 427
Dublin 416
Boardman 411
Houston 408
Seattle 349
Rome 326
Westminster 308
Milan 303
Padova 303
Cambridge 292
Nanjing 290
Medford 259
Berlin 250
Lomé 244
Jinan 186
Abidjan 161
Saint Petersburg 160
Shenyang 153
Mülheim 142
Sofia 141
Grafing 124
Changsha 106
Hebei 101
Amman 99
Beijing 97
Nanchang 93
New York 87
Shanghai 82
Turin 82
Helsinki 81
Guangzhou 79
Jiaxing 78
Mahé 74
Des Moines 73
Tianjin 72
Hong Kong 68
San Diego 67
Zhengzhou 63
Florence 62
Redmond 62
Yubileyny 60
Redwood City 59
Brussels 53
Los Angeles 52
Hangzhou 51
Haikou 49
Olalla 49
Pune 49
Falls Church 45
Taizhou 45
Verona 45
Naples 44
Bremen 41
Norwalk 41
Bari 40
Lima 40
Ningbo 39
London 34
Lanzhou 33
Tokyo 33
Vienna 33
Moscow 32
Amsterdam 31
Fuzhou 31
Paris 31
Taiyuan 31
Bern 30
Forlì 30
San Venanzo 30
Kunming 29
Cesena 28
Dearborn 27
Toronto 27
Jakarta 25
Shenzhen 24
Wuhan 24
Modena 23
Phoenix 22
Palermo 20
Trieste 20
Abeokuta 19
Nuremberg 19
Reggio Emilia 19
Chicago 18
Hyderabad 18
Washington 18
Council Bluffs 17
Totale 22.267
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Nome #
ANALISI PROBABILISTICA DI PERICOLOSITA’ SISMICA: L’APPLICAZIONE DI METODOLOGIE PSHA AL TERRITORIO ITALIANO 1.113
«Suonare lo strumento del mondo». La casa Cavanelas di Oscar Niemeyer e Roberto Burle Marx a Pedro do Rio 292
STRUCTURAL FUNCTIONING OF THE GUGGENHEIM MUSEUM OF NEW YORK 291
Come è stato costruito il Guggenheim 249
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 240
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 201
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 193
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 192
Le Torri Asinelli e Garisenda: le indagini e gli interventi di consolidamento 190
Pier Luigi Nervi. Gli stadi per il calcio 187
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 185
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 181
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES 179
Pier Luigi Nervi - Master Builder 174
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 166
Stampante tridimensionale, relativo procedimento per la realizzazione di un oggetto stampato ed oggetto così ottenuto 165
Predictive Capabilities of the Alpha Method: Shaking Table Tests and Field Data Verification 164
On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems 161
A METHODOLOGY FOR DETERMINATION OF EFFICIENT EARTHQUAKE BINS FOR PERFORMANCE BASED SEISMIC DESIGN 159
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 159
PHYSICAL AND NUMERICAL APPROACHES FOR THE OPTIMAL INSERTION OF SEISMIC VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES 158
A Possible Interpretation of Data acquired from Monitoring Systems 158
Simultaneous design of the topology and the build orientation of Wire-and-Arc Additively Manufactured structural elements 158
Postfazione: Pier Luigi Nervi e l'Alma Mater Studiorum: un breve dialogo 157
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 155
A SYNTHETIC PARAMETER CAPABLE OF CAPTURING THE TORSIONAL BEHAVIOR OF ONE-STOREY ASYMMETRIC STRUCTURES 154
A Proposed Approach for Probabilistic Seismic Hazard Analysis 154
A case study for seismic dampers placed between non moment resisting steel frame structures and lateral resisting concrete cores 153
Wire and arc additive manufacturing : a research perspective 152
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 150
Riflessioni per un riuso della ex Manifattura Tabacchi 150
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 149
Palo reticolare 149
Effectiveness of linking non moment-resisting steel frame structures and lateral-resisting concrete cores with viscous dampers for the mitigation of the seismic effects 148
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 148
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 148
AA5083 (Al–Mg) plates produced by wire-and-arc additive manufacturing: effect of specimen orientation on microstructure and tensile properties 147
Pier Luigi Nervi. Architetture per lo sport 145
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 144
New Insight Into and Simplified Approach to Analysis of Laterally-Torsionally Coupled One-Story Systems 143
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 142
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 139
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 138
In-plane shear behaviour of thin low reinforced concrete panels for earthquake re-construction 138
Seismic Modelling of a Masonry Monument Including the Interaction of the Vaults, Longitudinal Walls and Soil 137
Experimental characterization, modeling and identification of the NEES-UCSD shake table mechanical system 136
Novel schemes for inserting seismic dampers in shear-type systems based upon the mass proportional component of the Rayleigh damping matrix 136
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 136
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART II: APPLICATION TO A PRECAST R.C. STRUCTURE 135
A methodology for the identification of design earthquake inputs 135
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 134
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 134
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 133
A New Procedure For Probabilistic Seismic Hazard Analysis 132
Italy’s new forensic engineering research centre: A progress report 132
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 132
Experimental tests on Crescent Shaped Braces hysteretic devices 132
Optimal Insertion of Viscous Dampers into Shear Type Structures: Seismic Performances and Applicability of the MPD System 132
Pier Luigi Nervi. Architetture per lo sport 130
Experimentally-validated orthotropic elastic model for Wire-and-Arc Additively Manufactured stainless steel 130
An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five-storey Steel Building Structure 130
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings 128
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels without openings 127
Added viscous dampers in shear type structures: the effectiveness of mass proportional damping 127
A special solution for lateral-resisting systems capable of multiple seismic performances 127
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 127
Effectiveness of commercial oil pressure seismic devices for bridges 126
A novel scheme for inserting manufactured viscous dampers in building structures 126
Towards 3D-printed steel grid-shells: the main idea and first studies 126
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 125
Architettura e costruzione. La declinazione strutturale da Gustave eiffel a Rem Koolhaas 125
A comprehensive study on the seismic response of one-storey asymmetric systems 124
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 124
Analytical Models for the Force-Displacement Response of a Corroded Seven-Wire Strand 124
EFFECTIVENESS OF INSERTING DAMPERS BETWEEN FRAMES AND LATERAL RESISTING ELEMENTS FOR THE MITIGATION OF THE SEISMIC EFFECTS 122
A synthetic formulation for evaluating the maximum displacement of the corner points in eccentric structures due to the seismic effects 122
Influence of Interlayer Forced Air Cooling on Microstructure and Mechanical Properties of Wire Arc Additively Manufactured 304L Austenitic Stainless Steel 122
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 121
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 121
The structural behaviour of the masonry vaults of the Cathedral of Modena 121
Stochastic-based damping reduction factors 120
Linking adjacent shear-type structures with viscous dampers for the mitigation of the seismic effects 119
La lezione di Pier Luigi Nervi 119
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 119
On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures 119
Shaking-table tests of flat-bottom circular silos containing grain-like material 119
A novel scheme for the mitigation of the seismic action through the use of viscous dampers: a parametric study 118
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 117
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 117
Concorso internazionale Novello per le aree lungo ferrovia e sopra secante, Cesena 116
Results of pseudo-static tests with cyclic horizontal load on H-shaped substructure composed of concrete/polystyrene sandwich bearing panels without openings 116
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 116
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 116
METHODOLOGY FOR EPI GROUP CREATION 115
A statistical study on the peak ground parameters and amplification factors for an updated design displacement spectrum and a criterion for the selection of recorded ground motions 115
Analysis of the dynamic behaviour of squat silos containing grain-like material subjected to shaking table tests—ASESGRAM final report 115
The application of weld-based additive manufacturing steel to structural engineering 115
Stiffness Strength Ductility Design Approaches for crescent shaped braces 114
A procedure for the determination of reduced-variance equal-probability response spectra for Performance Based Seismic Design 113
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 113
Totale 15.380
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Categoria #
all - tutte 91.592
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 91.592
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020951 0 0 0 0 0 0 0 0 0 379 202 370
2020/20214.154 892 179 90 236 71 214 121 209 599 282 246 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
2024/20258.524 648 1.685 969 1.038 1.917 625 801 329 240 272 0 0
Totale 35.043