IRIS
DE ROSA, Maria Anna
 Distribuzione geografica
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Continente #
NA - Nord America 8.008
EU - Europa 2.508
AS - Asia 2.065
SA - Sud America 244
AF - Africa 20
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 4
Totale 12.857
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Nazione #
US - Stati Uniti d'America 7.756
CN - Cina 919
DE - Germania 641
UA - Ucraina 583
SG - Singapore 530
RU - Federazione Russa 372
VN - Vietnam 302
CA - Canada 191
GB - Regno Unito 187
HK - Hong Kong 179
IT - Italia 162
SE - Svezia 151
FI - Finlandia 133
FR - Francia 129
BR - Brasile 121
MX - Messico 50
PE - Perù 44
IN - India 36
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
BD - Bangladesh 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
PY - Paraguay 3
VE - Venezuela 3
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
HU - Ungheria 2
IL - Israele 2
IQ - Iraq 2
KW - Kuwait 2
MY - Malesia 2
NI - Nicaragua 2
NZ - Nuova Zelanda 2
PA - Panama 2
PH - Filippine 2
SA - Arabia Saudita 2
ZA - Sudafrica 2
AL - Albania 1
BN - Brunei Darussalam 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 12.857
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Città #
Woodbridge 983
Fairfield 782
Ashburn 781
Ann Arbor 715
Houston 529
Jacksonville 498
Chandler 371
San Jose 334
Seattle 319
Wilmington 318
Cambridge 272
Nanjing 245
Dong Ket 220
Beijing 181
Toronto 181
Hong Kong 172
Dallas 146
Singapore 146
Boardman 144
The Dalles 130
Nanchang 109
Kent 94
Lauterbourg 87
Princeton 87
New York 64
Helsinki 48
Los Angeles 45
Ogden 42
Tianjin 42
Kunming 38
Moscow 38
Shenyang 37
San Diego 36
Buffalo 33
Milan 33
Dublin 32
Ho Chi Minh City 30
Santa Clara 30
Hebei 29
Council Bluffs 26
Changsha 25
Nürnberg 22
Vienna 22
Jiaxing 20
Lima 19
Munich 19
Ningbo 17
Brussels 16
Verona 16
Warsaw 16
Kocaeli 15
Changchun 14
San Francisco 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
Castel Volturno 9
Des Moines 9
Napoli 9
Quito 9
Atlanta 8
Haiphong 8
Montevideo 8
Turku 8
Zhengzhou 8
Centro 7
Chimbote 7
Guayaquil 7
Naples 7
New Delhi 7
Phoenix 7
Auburn Hills 6
Crevillent 6
Frankfurt am Main 6
London 6
Pune 6
Saint Petersburg 6
Taizhou 6
Amsterdam 5
Barranquilla 5
Basingstoke 5
Chennai 5
Chicontepec 5
Guangzhou 5
Tokyo 5
Velletri 5
Veracruz 5
Augusta 4
Buenos Aires 4
Charlotte 4
Da Nang 4
Denver 4
Totale 9.035
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Nome #
Dynamic analogy between Timoshenko and Euler–Bernoulli beams 379
Free vibration analysis of a variable cross-section column partially immersed in a liquid. 232
Two approaches to the dynamic analysis of foundation beams subjected to subtangential forces. 220
Dynamic stability analysis and DQM for beams with variable cross-section. 209
HIGHER ORDER TIMOSHENKO QUOTIENT IN THE STABILITY AND DYNAMIC ANALYSIS OF SMOOTHLY TAPERED BEAMS 204
Dynamic stability analysis and DQM for beams with variable cross-section. 202
FREE VIBRATIONS OF TAPERED BEAMS WITH FLEXIBLE ENDS 201
A simple approach to detect the nonlocal effects in the static analysis of Euler–Bernoulli and Timoshenko beams 198
THE INFLUENCE OF THE SUPPORT FLEXIBILITIES ON THE VIBRATION FREQUENCIES OF ARCHES 195
Dynamic stability analysis of beams on two-parameter elastic soil subjected to partially tangential forces 194
A Differential Quadrature based procedure for parameter identification 194
Free vibrations of simply supported double plate on two models of elastic soils 190
THE INFLUENCE OF AN INTERMEDIATE SUPPORT ON THE STABILITY BEHAVIOUR OF CANTILEVER BEAMS SUBJECTED TO FOLLOWER FORCES 187
A NEW APPROACH TO THE FOUNDATION BEAMS ANALYSIS VIA THE CELL METHOD 186
ON NATURAL BOUNDARY CONDITIONS AND DQM 186
Free vibrations of circular arches: a review 185
ON THE DYNAMIC BEHAVIOUR OF SLENDER BEAMS WITH ELASTIC ENDS CARRYING A CONCENTRATED MASS 182
FREE VIBRATION OF A THREE-CENTERED ARC CLAMPED AT THE ENDS 180
COMMENT ON "FREE VIBRATIONS OF A FREE-FREE PARTIALLY STRESSED STEPPED BEAM" 180
EIGENVALUES' BEHAVIOUR OF CONTINUOUS BEAMS ON ELASTIC SUPPORTS IN THE PRESENCE OF DAMPING AND FOLLOWER FORCES 179
AUTHORS' REPLY ON "Free vibrations of circular arches: a review". 176
DYNAMIC ANALYSIS OF MULTISTEP PILES ON PASTERNAK SOIL SUBJECTED TO AXIAL TIP FORCES 176
NON-CLASSICAL BOUNDARY CONDITIONS AND DQM FOR DOUBLE-BEAMS 175
Nonlocal frequency analysis of nanosensors with different boundary conditions and attached distributed biomolecules: an approximate method 173
Vibraciones Libres De Vigas Simplemente Apoyadas, De Sección Circular Variable Y Yacentes Sobre Un Suelo Soporte Pasternak - Kerr Modificado 172
STABILITY AND DYNAMIC ANALYSIS OF TWO-PARAMETER FOUNDATION BEAMS 169
STABILITY AND DYNAMICS OF BEAMS ON WINKLER ELASTIC FOUNDATIONS 168
Dynamic Stability of beams on Winkler soil in the presence of flexible ends. 168
Nonlocal Timoshenko frequency analysis of single-walled carbon nanotube with attached mass: An alternative hamiltonian approach 166
PLATE BENDING ANALYSIS BY THE CELL METHOD: NUMERICAL COMPARISONS WITH FINITE ELEMENT METHODS 163
FREE VIBRATIONS OF STEPPED BEAMS WITH ELASTIC ENDS 163
FREE VIBRATIONS OF FOUNDATION BEAMS ON GREEN SOIL IN THE PRESENCE OF CONSERVATIVE AND NONCONSERVATIVE AXIAL LOADS 162
STABILITY AND DYNAMIC OF BRIDGE GIRDERS UNDER MULTIPLE AXIAL LOADS 162
Differential quadrature solutions for the nonconservative instability of a class of single-walled carbon nanotubes 158
FREE VIBRATIONS OF STEPPED BEAMS WITH INTERMEDIATE ELASTIC SUPPORTS 157
STABILITY ANALYSIS OF TIMOSHENKO BEAMS ON VARIABLE WINKLER SOIL 156
Nonlocal frequency analysis of embedded single-walled carbon nanotube using the Differential Quadrature Method 154
FREE VIBRATIONS OF STEPPED BEAMS ON ELASTIC FOUNDATION WITH ELASTIC ENDS 153
Exact and Approximate Dynamic Analysis of Circular Arches using DQM 153
Estabilidad de una columna de sección no uniforme en presencia de carga axial y peso propio, empleando el Método de Discretización por Celdas. 153
THE INFLUENCE OF CONCENTRATED MASSES AND PASTERNAK SOIL ON THE FREE VIBRATIONS OF EULER BEAMS- EXACT SOLUTION 152
Fundamental frequency of vibration of a Timoshenko beam of non-uniform cross-section on Winkler soil. 152
SULLA VARIAZIONE DEI REGIMI CANONICI INDOTTA DAL FLUAGE NELLE OPERE ESEGUITE PER SBALZI SUCCESSIVI 151
DAMPING IN EXACT ANALYSIS OF TAPERED BEAMS 149
Free Vibration Analysis of Embedded SWCNTs using DQM Based on Nonlocal Euler-Bernoulli Beam Theory 149
SEISMIC STATIC ANALYSIS OF A STONE ARCH-PIERS SYSTEM 146
The use of Mathematica in the analysis of beam with concentrated mass and dashpot 146
Free vibrations of stepped beams on elastic foundation with elastic ends. 146
Free Vibration Analysis of DWCNTs Using CDM and Rayleigh-Schmidt Based on Nonlocal Euler-Bernoulli Beam Theory 146
Three approaches for the axial vibrations of bars on modified Winkler soil with nonclassical boundary conditions 140
Dynamic analysis of spatial frameworks in seismic zones. 139
VIBRACIONES LIBRES DE VIGAS SIMPLEMENTE APOYADAS,DE SECCIÓN CIRCULAR VARIABLE Y YACENTES SOBRE UNSUELO PASTERNAK-KERR MODIFICADO 138
FREE VIBRATIONS OF BERNOULLI-EULER BEAMS WITH INTERNEDIATE ELASTIC SUPPORT: A CONCISE THEMATIC RECENSION 138
Review on the cell discretization method 138
EXACT STABILITY ANALYSIS OF COMBINED FLUTTER-DIVERGENCE SYSTEMS IN THE PRESENCE OF SHEAR DEFORMATION 137
LE VARIAZIONI TERMICHE NEGLI ARCHI IN MURATURA 135
Non-Classical Boundary Conditions and DQM 133
APLICACIONES GRÁFICAS DE FUNCIONES COMPLEJAS 133
FREE VIBRATIONS OF TIMOSHENKO BEAMS ON TWO-PARAMETER ELASTIC FOUNDATION 131
Vibraciones libres de vigas simplemente apoyadas, de seccion circular variable y yacentes sobre un suelo Pastenak-Kerr modificado. 130
Seismic static analysis of a stone arch-piers system 129
THE OPTIMIZED RAYLEIGH METHOD AND MATHEMATICA IN VIBRATIONS AND BUCKLING PROBLEMS 128
EXACT DYNAMIC ANALYSIS OF BEAM-MASS SYSTEMS 124
HAMILTON PRINCIPLE FOR SWCN AND A MODIFIED APPROACH FOR NONLOCAL FREQUENCY ANALYSIS OF NANOSCALE BIOSENSOR 124
NONLOCAL FREQUENCY ANALYSIS OF NANOSENSORS WITH ATTACHED DISTRIBUTED BIOMOLECULES WITH DIFFERENT BOUNDARY CONDITIONS 119
EL MÉTODO DE CUADRATURA DIFERENCIAL EN EL ANÁLISISDINÁMICO DEL SISTEMA DOBLE-VIGA, SIMPLEMENTEAPOYADO Y DE SECCIÓN CIRCULAR VARIABLE 116
TEORÍA DE SEGUNDO ORDEN EN ENTRAMADOS UTILIZANDO SERIES DE POTENCIAS 115
GLI ARCHI MURARI: ANALISI LIMITE, ELEMENTI FINITI, APPROCCI ELASTICI 109
L'uso sistematico delle distorsioni "a cuneo" 108
Comparación de métodos aproximados para el cálculo de las frecuencias de vibración libre de torres de sección variable. 104
Free vibration analysis of SWCNT using CDM in the presence of nonlocal effect. 104
Free vibration of elastically restrained cantilever tapered beams withconcentrated viscous damping and mass 104
ECUACION GENERAL DE FRECUENCIAS DE BARRAS INCLINADAS CON SECCION UNIFORME 103
FREE VIBRATIONS OF STEPPED BEAMS WITH FLEXIBLE ENDS, IN THE PRESENCE OF FOLLOWER FORCES AT THE STEP 101
VIBRACIONES NATURALES DE ENTRAMADOS ARBITRARIOS POR MEDIO DE SERIES DE POTENCIAS 101
NATURAL VIBRATION FREQUENCIES OF TAPERED BEAMS 100
Free vibration of tapared beams with flexible ends 98
Variational method for non-conservative instability of a cantilever SWCNT in the presence of variable mass or crack 95
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. 94
FRE VIBRATIONS OF STEPPED TIMOSHENKO BEAMS ON WINKLER SOIL 87
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. 82
Non-conservative instability of cantilevered nanotube via cell discretization method 80
TEORÍA DE VIGA TIMOSHENKO PARA EL ANÁLISIS DE FRECUENCIAS DE NANOTUBOS SIMPLEMENTE APOYADOS CON BIOMOLÉCULA CONCENTRADA 77
PÉNDULO CON N MASAS 76
INESTABILIDAD NO CONSERVATIVA EN VIGAS CANTILEVER DE NANOTUBOS DE CARBONO UTILIZANDO EL MÉTODO DE DISCRETIZACIÓN POR CELDAS (CDM) 70
Free Vibration of Single-Walled Carbon Nanotubes Using Nonlocal Truncated Timoshenko-Ehrenfest Beam Theory 65
MÉTODO EXACTO Y APROXIMADO PARA EL ANÁLISIS ESTÁTICO DE PÓRTICOS PLANOS EN PRESENCIA DE FALLAS 51
Free-Vibration Analysis for Truncated Uflyand–Mindlin Plate Models: An Alternative Theoretical Formulation 43
Nonlocal vibration analysis of a nonuniform carbon nanotube with elastic constraints and an attached mass 43
Reduced Theories for Thick Shells 41
Variational Derivation of Truncated Timoshenko-Ehrenfest Beam Theory 40
Numerical Analysis of Cracked Double-Beam Systems 36
FREQUENCIAS NATURALES DE VIBRACION DEL ARCO CARPANEL BIARTICULADO 25
Free Vibration of Single-Walled Carbon Nanotubes Using Nonlocal Truncated Timoshenko-Ehrenfest Beam Theory 20
Dynamic Analysis of a Timoshenko–Ehrenfest Single-Walled Carbon Nanotube in the Presence of Surface Effects: The Truncated Theory 1
Totale 13.102
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Categoria #
all - tutte 49.304
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 49.304
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021684 0 0 0 0 0 0 0 0 0 259 153 272
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
2025/20262.065 138 163 59 254 322 241 481 106 110 191 0 0
Totale 13.102