IRIS
DE ROSA, Maria Anna
 Distribuzione geografica
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Continente #
NA - Nord America 8.384
EU - Europa 2.560
AS - Asia 2.164
SA - Sud America 245
AF - Africa 21
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 4
Totale 13.386
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Nazione #
US - Stati Uniti d'America 8.118
CN - Cina 927
DE - Germania 641
UA - Ucraina 583
SG - Singapore 532
RU - Federazione Russa 372
VN - Vietnam 302
IT - Italia 212
CA - Canada 204
GB - Regno Unito 188
HK - Hong Kong 180
SE - Svezia 151
FI - Finlandia 133
FR - Francia 129
BR - Brasile 122
BD - Bangladesh 101
MX - Messico 50
PE - Perù 44
IN - India 37
IE - Irlanda 35
EC - Ecuador 25
AR - Argentina 22
AT - Austria 22
TR - Turchia 21
PL - Polonia 18
BE - Belgio 16
AE - Emirati Arabi Uniti 14
ES - Italia 14
CO - Colombia 13
NL - Olanda 13
JP - Giappone 8
LT - Lituania 8
MA - Marocco 8
UY - Uruguay 8
ID - Indonesia 7
IR - Iran 7
AU - Australia 6
PK - Pakistan 6
CL - Cile 5
EE - Estonia 5
RO - Romania 5
CR - Costa Rica 4
EG - Egitto 4
BA - Bosnia-Erzegovina 3
EU - Europa 3
NI - Nicaragua 3
PY - Paraguay 3
VE - Venezuela 3
ZA - Sudafrica 3
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
HU - Ungheria 2
IL - Israele 2
IQ - Iraq 2
KW - Kuwait 2
MY - Malesia 2
NZ - Nuova Zelanda 2
PA - Panama 2
PH - Filippine 2
SA - Arabia Saudita 2
AL - Albania 1
BN - Brunei Darussalam 1
CH - Svizzera 1
CI - Costa d'Avorio 1
DZ - Algeria 1
GR - Grecia 1
HN - Honduras 1
IM - Isola di Man 1
KE - Kenya 1
KG - Kirghizistan 1
KR - Corea 1
KZ - Kazakistan 1
LB - Libano 1
LY - Libia 1
MD - Moldavia 1
MK - Macedonia 1
MN - Mongolia 1
NG - Nigeria 1
NP - Nepal 1
PT - Portogallo 1
QA - Qatar 1
SK - Slovacchia (Repubblica Slovacca) 1
TH - Thailandia 1
TN - Tunisia 1
UZ - Uzbekistan 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 13.386
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Città #
Woodbridge 983
Ashburn 789
Fairfield 783
Ann Arbor 715
Houston 529
Jacksonville 498
San Jose 432
Chandler 371
Seattle 322
Wilmington 318
Cambridge 272
Nanjing 245
Dong Ket 220
Beijing 185
Toronto 184
Council Bluffs 177
Hong Kong 173
Dallas 155
Singapore 146
Boardman 144
The Dalles 130
Nanchang 109
Kent 94
Lauterbourg 87
Princeton 87
New York 74
Los Angeles 49
Helsinki 48
Ogden 42
Tianjin 42
Kunming 39
Milan 39
Moscow 38
Shenyang 37
Buffalo 36
San Diego 36
Dublin 32
Ho Chi Minh City 30
Santa Clara 30
Hebei 29
Changsha 25
Nürnberg 22
Vienna 22
Jiaxing 20
Lima 19
Munich 19
Ningbo 17
Brussels 16
San Francisco 16
Verona 16
Warsaw 16
Kocaeli 15
Changchun 14
Hanoi 13
Lanzhou 13
São Paulo 13
Brooklyn 12
Chicago 12
Dearborn 12
Hangzhou 11
San Mateo 11
Shanghai 11
Jinan 10
Orem 10
Atlanta 9
Castel Volturno 9
Des Moines 9
Naples 9
Napoli 9
Quito 9
Haiphong 8
Montevideo 8
Palermo 8
Phoenix 8
Rome 8
Turku 8
Zhengzhou 8
Centro 7
Chimbote 7
Guayaquil 7
New Delhi 7
Auburn Hills 6
Crevillent 6
Frankfurt am Main 6
London 6
Montreal 6
Pune 6
Saint Petersburg 6
Taizhou 6
Amsterdam 5
Barranquilla 5
Basingstoke 5
Charlotte 5
Chennai 5
Chicontepec 5
Denver 5
Guangzhou 5
Tokyo 5
Velletri 5
Veracruz 5
Totale 9.355
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Nome #
Dynamic analogy between Timoshenko and Euler–Bernoulli beams 385
Free vibration analysis of a variable cross-section column partially immersed in a liquid. 236
Two approaches to the dynamic analysis of foundation beams subjected to subtangential forces. 224
Dynamic stability analysis and DQM for beams with variable cross-section. 211
HIGHER ORDER TIMOSHENKO QUOTIENT IN THE STABILITY AND DYNAMIC ANALYSIS OF SMOOTHLY TAPERED BEAMS 210
Dynamic stability analysis and DQM for beams with variable cross-section. 207
ON THE DYNAMIC BEHAVIOUR OF SLENDER BEAMS WITH ELASTIC ENDS CARRYING A CONCENTRATED MASS 205
FREE VIBRATIONS OF TAPERED BEAMS WITH FLEXIBLE ENDS 203
A simple approach to detect the nonlocal effects in the static analysis of Euler–Bernoulli and Timoshenko beams 202
THE INFLUENCE OF THE SUPPORT FLEXIBILITIES ON THE VIBRATION FREQUENCIES OF ARCHES 199
Dynamic stability analysis of beams on two-parameter elastic soil subjected to partially tangential forces 198
A Differential Quadrature based procedure for parameter identification 197
Free vibrations of simply supported double plate on two models of elastic soils 193
A NEW APPROACH TO THE FOUNDATION BEAMS ANALYSIS VIA THE CELL METHOD 190
THE INFLUENCE OF AN INTERMEDIATE SUPPORT ON THE STABILITY BEHAVIOUR OF CANTILEVER BEAMS SUBJECTED TO FOLLOWER FORCES 190
Free vibrations of circular arches: a review 189
EIGENVALUES' BEHAVIOUR OF CONTINUOUS BEAMS ON ELASTIC SUPPORTS IN THE PRESENCE OF DAMPING AND FOLLOWER FORCES 186
ON NATURAL BOUNDARY CONDITIONS AND DQM 186
FREE VIBRATION OF A THREE-CENTERED ARC CLAMPED AT THE ENDS 183
DYNAMIC ANALYSIS OF MULTISTEP PILES ON PASTERNAK SOIL SUBJECTED TO AXIAL TIP FORCES 183
PLATE BENDING ANALYSIS BY THE CELL METHOD: NUMERICAL COMPARISONS WITH FINITE ELEMENT METHODS 181
COMMENT ON "FREE VIBRATIONS OF A FREE-FREE PARTIALLY STRESSED STEPPED BEAM" 181
Vibraciones Libres De Vigas Simplemente Apoyadas, De Sección Circular Variable Y Yacentes Sobre Un Suelo Soporte Pasternak - Kerr Modificado 180
EXACT STABILITY ANALYSIS OF COMBINED FLUTTER-DIVERGENCE SYSTEMS IN THE PRESENCE OF SHEAR DEFORMATION 180
STABILITY AND DYNAMIC OF BRIDGE GIRDERS UNDER MULTIPLE AXIAL LOADS 179
AUTHORS' REPLY ON "Free vibrations of circular arches: a review". 178
NON-CLASSICAL BOUNDARY CONDITIONS AND DQM FOR DOUBLE-BEAMS 177
Nonlocal frequency analysis of nanosensors with different boundary conditions and attached distributed biomolecules: an approximate method 176
Dynamic Stability of beams on Winkler soil in the presence of flexible ends. 173
STABILITY AND DYNAMICS OF BEAMS ON WINKLER ELASTIC FOUNDATIONS 172
STABILITY AND DYNAMIC ANALYSIS OF TWO-PARAMETER FOUNDATION BEAMS 171
Nonlocal Timoshenko frequency analysis of single-walled carbon nanotube with attached mass: An alternative hamiltonian approach 171
FREE VIBRATIONS OF STEPPED BEAMS WITH ELASTIC ENDS 167
FREE VIBRATIONS OF FOUNDATION BEAMS ON GREEN SOIL IN THE PRESENCE OF CONSERVATIVE AND NONCONSERVATIVE AXIAL LOADS 162
STABILITY ANALYSIS OF TIMOSHENKO BEAMS ON VARIABLE WINKLER SOIL 162
APLICACIONES GRÁFICAS DE FUNCIONES COMPLEJAS 162
Estabilidad de una columna de sección no uniforme en presencia de carga axial y peso propio, empleando el Método de Discretización por Celdas. 161
FREE VIBRATIONS OF STEPPED BEAMS WITH INTERMEDIATE ELASTIC SUPPORTS 160
Differential quadrature solutions for the nonconservative instability of a class of single-walled carbon nanotubes 160
FREE VIBRATIONS OF STEPPED BEAMS ON ELASTIC FOUNDATION WITH ELASTIC ENDS 158
Fundamental frequency of vibration of a Timoshenko beam of non-uniform cross-section on Winkler soil. 157
Exact and Approximate Dynamic Analysis of Circular Arches using DQM 156
Nonlocal frequency analysis of embedded single-walled carbon nanotube using the Differential Quadrature Method 156
THE INFLUENCE OF CONCENTRATED MASSES AND PASTERNAK SOIL ON THE FREE VIBRATIONS OF EULER BEAMS- EXACT SOLUTION 155
Free Vibration Analysis of Embedded SWCNTs using DQM Based on Nonlocal Euler-Bernoulli Beam Theory 155
VIBRACIONES LIBRES DE VIGAS SIMPLEMENTE APOYADAS,DE SECCIÓN CIRCULAR VARIABLE Y YACENTES SOBRE UNSUELO PASTERNAK-KERR MODIFICADO 154
SULLA VARIAZIONE DEI REGIMI CANONICI INDOTTA DAL FLUAGE NELLE OPERE ESEGUITE PER SBALZI SUCCESSIVI 153
The use of Mathematica in the analysis of beam with concentrated mass and dashpot 150
DAMPING IN EXACT ANALYSIS OF TAPERED BEAMS 150
SEISMIC STATIC ANALYSIS OF A STONE ARCH-PIERS SYSTEM 149
Free vibrations of stepped beams on elastic foundation with elastic ends. 149
Free Vibration Analysis of DWCNTs Using CDM and Rayleigh-Schmidt Based on Nonlocal Euler-Bernoulli Beam Theory 149
FREE VIBRATIONS OF BERNOULLI-EULER BEAMS WITH INTERNEDIATE ELASTIC SUPPORT: A CONCISE THEMATIC RECENSION 145
Dynamic analysis of spatial frameworks in seismic zones. 145
Review on the cell discretization method 142
Three approaches for the axial vibrations of bars on modified Winkler soil with nonclassical boundary conditions 141
LE VARIAZIONI TERMICHE NEGLI ARCHI IN MURATURA 140
Vibraciones libres de vigas simplemente apoyadas, de seccion circular variable y yacentes sobre un suelo Pastenak-Kerr modificado. 138
Non-Classical Boundary Conditions and DQM 137
THE OPTIMIZED RAYLEIGH METHOD AND MATHEMATICA IN VIBRATIONS AND BUCKLING PROBLEMS 135
FREE VIBRATIONS OF TIMOSHENKO BEAMS ON TWO-PARAMETER ELASTIC FOUNDATION 133
Seismic static analysis of a stone arch-piers system 133
EXACT DYNAMIC ANALYSIS OF BEAM-MASS SYSTEMS 126
HAMILTON PRINCIPLE FOR SWCN AND A MODIFIED APPROACH FOR NONLOCAL FREQUENCY ANALYSIS OF NANOSCALE BIOSENSOR 124
EL MÉTODO DE CUADRATURA DIFERENCIAL EN EL ANÁLISISDINÁMICO DEL SISTEMA DOBLE-VIGA, SIMPLEMENTEAPOYADO Y DE SECCIÓN CIRCULAR VARIABLE 123
NONLOCAL FREQUENCY ANALYSIS OF NANOSENSORS WITH ATTACHED DISTRIBUTED BIOMOLECULES WITH DIFFERENT BOUNDARY CONDITIONS 121
FREE VIBRATIONS OF STEPPED BEAMS WITH FLEXIBLE ENDS, IN THE PRESENCE OF FOLLOWER FORCES AT THE STEP 117
TEORÍA DE SEGUNDO ORDEN EN ENTRAMADOS UTILIZANDO SERIES DE POTENCIAS 115
GLI ARCHI MURARI: ANALISI LIMITE, ELEMENTI FINITI, APPROCCI ELASTICI 112
L'uso sistematico delle distorsioni "a cuneo" 111
VIBRACIONES NATURALES DE ENTRAMADOS ARBITRARIOS POR MEDIO DE SERIES DE POTENCIAS 110
Free vibration analysis of SWCNT using CDM in the presence of nonlocal effect. 109
Free vibration of elastically restrained cantilever tapered beams withconcentrated viscous damping and mass 109
ECUACION GENERAL DE FRECUENCIAS DE BARRAS INCLINADAS CON SECCION UNIFORME 106
Comparación de métodos aproximados para el cálculo de las frecuencias de vibración libre de torres de sección variable. 105
Vibraciones libres de una torre de seccìon variable con vìnculos elàsticos en su base y una masa excéntrica con inercia rotacional en el extremo superior. 104
NATURAL VIBRATION FREQUENCIES OF TAPERED BEAMS 102
Free vibration of tapared beams with flexible ends 101
Variational method for non-conservative instability of a cantilever SWCNT in the presence of variable mass or crack 101
INESTABILIDAD NO CONSERVATIVA EN VIGAS CANTILEVER DE NANOTUBOS DE CARBONO UTILIZANDO EL MÉTODO DE DISCRETIZACIÓN POR CELDAS (CDM) 98
FRE VIBRATIONS OF STEPPED TIMOSHENKO BEAMS ON WINKLER SOIL 93
Vibraciones libres de una torre de sección variable con vínculos elásticos en su base y una masa excéntrica con inercia rotacional en el extremo superior. 84
Non-conservative instability of cantilevered nanotube via cell discretization method 84
PÉNDULO CON N MASAS 83
TEORÍA DE VIGA TIMOSHENKO PARA EL ANÁLISIS DE FRECUENCIAS DE NANOTUBOS SIMPLEMENTE APOYADOS CON BIOMOLÉCULA CONCENTRADA 79
Free Vibration of Single-Walled Carbon Nanotubes Using Nonlocal Truncated Timoshenko-Ehrenfest Beam Theory 68
MÉTODO EXACTO Y APROXIMADO PARA EL ANÁLISIS ESTÁTICO DE PÓRTICOS PLANOS EN PRESENCIA DE FALLAS 56
Nonlocal vibration analysis of a nonuniform carbon nanotube with elastic constraints and an attached mass 50
Reduced Theories for Thick Shells 48
Free-Vibration Analysis for Truncated Uflyand–Mindlin Plate Models: An Alternative Theoretical Formulation 44
Variational Derivation of Truncated Timoshenko-Ehrenfest Beam Theory 44
Numerical Analysis of Cracked Double-Beam Systems 41
FREQUENCIAS NATURALES DE VIBRACION DEL ARCO CARPANEL BIARTICULADO 29
Free Vibration of Single-Walled Carbon Nanotubes Using Nonlocal Truncated Timoshenko-Ehrenfest Beam Theory 23
Dynamic Analysis of a Timoshenko–Ehrenfest Single-Walled Carbon Nanotube in the Presence of Surface Effects: The Truncated Theory 1
Totale 13.631
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Categoria #
all - tutte 52.180
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 52.180
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021272 0 0 0 0 0 0 0 0 0 0 0 272
2021/2022704 37 57 172 33 21 48 19 61 35 42 29 150
2022/2023866 128 0 2 126 130 147 5 74 171 17 50 16
2023/2024459 44 26 34 17 39 78 24 33 86 12 12 54
2024/20251.064 42 19 199 42 49 19 153 108 138 21 147 127
2025/20262.594 138 163 59 254 322 241 481 106 110 314 344 62
Totale 13.631