LAMARUCCIOLA, NICLA
 Distribuzione geografica
Continente #
NA - Nord America 454
EU - Europa 235
AS - Asia 130
OC - Oceania 7
SA - Sud America 4
AF - Africa 2
Totale 832
Nazione #
US - Stati Uniti d'America 428
IT - Italia 111
VN - Vietnam 60
UA - Ucraina 32
SE - Svezia 27
CA - Canada 26
CN - Cina 24
DE - Germania 16
SG - Singapore 15
GB - Regno Unito 10
TR - Turchia 10
IR - Iran 9
CH - Svizzera 7
FI - Finlandia 7
HK - Hong Kong 6
IE - Irlanda 6
NL - Olanda 6
NZ - Nuova Zelanda 6
CZ - Repubblica Ceca 5
FR - Francia 4
IN - India 3
PE - Perù 3
BE - Belgio 2
PK - Pakistan 2
ZA - Sudafrica 2
AT - Austria 1
AU - Australia 1
BD - Bangladesh 1
CL - Cile 1
LT - Lituania 1
Totale 832
Città #
Dong Ket 60
Fairfield 60
Ashburn 43
Jacksonville 42
Woodbridge 27
Boardman 22
Chandler 22
Seattle 22
Wilmington 20
Cambridge 19
Houston 19
Toronto 18
Ann Arbor 14
Centro 13
Ogden 13
Bologna 10
Milan 10
Princeton 10
Singapore 8
Bern 7
Helsinki 7
Amsterdam 6
Auckland 6
Beijing 6
Dublin 6
Istanbul 6
Shīrvān 6
Lavis 5
Sacramento 5
Cagliari 4
Hong Kong 4
Potenza 4
Brno 3
Dearborn 3
Des Moines 3
Kocaeli 3
Lima 3
Munich 3
Nanchang 3
Redwood City 3
Avezzano 2
Bassano del Grappa 2
Brussels 2
Casoria 2
Edmonton 2
Frankfurt am Main 2
Hounslow 2
Lanzhou 2
Leawood 2
London 2
Mapleton 2
Montalbano Jonico 2
Montreal 2
Nanjing 2
Naples 2
Olomouc 2
Pretoria 2
Prince George 2
Sant'Anastasia 2
Shanghai 2
Stella Cilento 2
Trento 2
Vadodara 2
Vancouver 2
Wuxi 2
Xi'an 2
Zhengzhou 2
Aspersdorf 1
Canberra 1
Cardiff 1
Castelfranci 1
Changsha 1
Corvallis 1
Cremona 1
Dhaka 1
Kermanshah 1
Kilburn 1
Lavello 1
Mcallen 1
Montbazens 1
New Bedfont 1
Norwalk 1
Parma 1
Pellezzano 1
Pesaro 1
San Diego 1
San Francisco 1
Sandston 1
Santiago 1
Solofra 1
Tehran 1
Tianjin 1
Trepuzzi 1
Totale 628
Nome #
MODELLING OF POST-TENSIONED TIMBER-FRAMED BUILDINGS WITH SEISMIC ROCKING MECHANISM AT THE COLUMN-FOUNDATION CONNECTIONS 100
Dissipative bracing system for post-tensioned timber framed buildings: Experimental testing of U-shape hysteretic dampers 94
EXPERIMENTAL AND NUMERICAL SEISMIC RESPONSE OF MULTI-STOREY POST-TENSIONED TIMBER FRAMED BUILDINGS WITH SUPPLEMENTAL DAMPING SYSTEMS 86
Modeling of post-tensioned timber framed buildings with hysteretic bracing system: preliminary analysis. 82
Seismic Design and Testing of Post-tensioned Timber Buildings With Dissipative Bracing Systems 80
Displacement based design of post-tensioned timber framed buildings with dissipative rocking mechanism. Soil Dynamics and Earthquake Engineering 78
Dynamic Seismic Response of Nonlinear Displacement Dependent Devices versus Testing Required by Codes: Experimental Case Studies 75
Testing requirements of hysteretic energy dissipating devices according to Italian seismic code 49
Experimental seismic response of a resilient 3-storey post-tensioned timber framed building with dissipative braces 49
PRELIMINARY NONLINEAR ANALYSES OF POST-TENSIONED TIMBER FRAMED BUILDING WITH DISSIPATIVE BRACING SYSTEMS 48
RETROFITTING OF R.C. FRAME BUILDINGS WITH DOUBLE CONCAVE CURVED SURFACE ISOLATOR SLIDERS CHARACTERIZED BY OVER-STROKE DISPLACEMENT CAPACITY 18
Structural Health Monitoring of transport infrastructures: preliminary experimental calibration of the numerical model of “Ponte della Musica – Armando Trovajoli” 17
Experimental estimation of equivalent viscous damping for post- tensioned timber framed buildings with dissipative bracing systems. 15
Prediction of the fundamental period of infilled RC framed structures considering the maximum inter-story drift at different design limit states 13
Analyses Of Criticalities On The Use Of Satellite Data On Deformable Infrastructures: the “Ponte Della Musica-Armando Trovajoli” Case Study 11
Nonlinear analysis of base isolated buildings with curved surface sliders including over-stroke displacements 11
Experimental estimation of energy dissipated by multistorey post-tensioned timber framed buildings with anti-seismic dissipative devices 11
Experimental seismic post-tensioning performance and long-term effects of a post-tensioned timber framed model with dissipative systems 9
Seismic Fragility Reduction for Base Isolated RC Frame Buildings by Curved Surface Sliding Bearings with Over-Stroke Displacement Capacity 9
Experimental testing on U-shape steel devices for the application of dissipative bracing systems for post-tensioned timber framed buildings 8
Totale 863
Categoria #
all - tutte 4.908
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 4.908


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020102 8 1 13 15 2 10 9 15 9 8 12 0
2020/2021275 11 12 8 9 3 13 58 13 22 30 22 74
2021/2022135 11 5 24 14 19 7 3 6 14 7 8 17
2022/202380 16 0 0 9 7 13 0 8 11 2 13 1
2023/2024228 6 6 5 6 15 46 7 18 26 18 18 57
2024/202519 19 0 0 0 0 0 0 0 0 0 0 0
Totale 863