CECCHI, ANTONELLA
 Distribuzione geografica
Continente #
NA - Nord America 13.639
AS - Asia 5.823
EU - Europa 4.907
AF - Africa 534
SA - Sud America 175
Continente sconosciuto - Info sul continente non disponibili 26
OC - Oceania 4
Totale 25.108
Nazione #
US - Stati Uniti d'America 13.317
CN - Cina 2.184
SG - Singapore 1.539
HK - Hong Kong 1.422
UA - Ucraina 1.013
RU - Federazione Russa 874
IT - Italia 807
DE - Germania 474
GB - Regno Unito 385
CA - Canada 279
PL - Polonia 259
FI - Finlandia 258
SN - Senegal 258
VN - Vietnam 232
CI - Costa d'Avorio 215
SE - Svezia 210
FR - Francia 186
IE - Irlanda 142
BR - Brasile 132
KR - Corea 132
IN - India 87
BE - Belgio 63
ES - Italia 52
JP - Giappone 43
CH - Svizzera 38
MX - Messico 36
TR - Turchia 34
IR - Iran 32
NL - Olanda 28
LT - Lituania 27
AE - Emirati Arabi Uniti 26
EE - Estonia 26
EU - Europa 25
ZA - Sudafrica 25
SC - Seychelles 22
BD - Bangladesh 21
AR - Argentina 17
CZ - Repubblica Ceca 15
ID - Indonesia 14
AT - Austria 13
IQ - Iraq 10
EC - Ecuador 9
GR - Grecia 9
CL - Cile 8
PH - Filippine 8
IL - Israele 7
PK - Pakistan 7
PT - Portogallo 6
RO - Romania 6
CY - Cipro 5
DZ - Algeria 5
NO - Norvegia 5
MA - Marocco 4
TH - Thailandia 4
AU - Australia 3
MK - Macedonia 3
MY - Malesia 3
BY - Bielorussia 2
CO - Colombia 2
EG - Egitto 2
JO - Giordania 2
PA - Panama 2
PE - Perù 2
SK - Slovacchia (Repubblica Slovacca) 2
UY - Uruguay 2
UZ - Uzbekistan 2
AZ - Azerbaigian 1
BO - Bolivia 1
CR - Costa Rica 1
DK - Danimarca 1
DM - Dominica 1
GD - Grenada 1
GE - Georgia 1
GH - Ghana 1
HU - Ungheria 1
JM - Giamaica 1
KE - Kenya 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LK - Sri Lanka 1
LV - Lettonia 1
NI - Nicaragua 1
NP - Nepal 1
NZ - Nuova Zelanda 1
PY - Paraguay 1
SA - Arabia Saudita 1
SI - Slovenia 1
SY - Repubblica araba siriana 1
TJ - Tagikistan 1
TN - Tunisia 1
VE - Venezuela 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 25.108
Città #
Fairfield 1.769
Hong Kong 1.419
Woodbridge 1.331
Ashburn 1.295
Chandler 913
Houston 870
Seattle 788
Wilmington 720
Singapore 703
Ann Arbor 688
Jacksonville 623
Cambridge 621
Nanjing 397
San Mateo 325
Beijing 293
Lawrence 284
Dearborn 275
Dakar 258
Redmond 239
Toronto 234
Abidjan 215
Venezia 177
Hefei 160
Nanchang 160
Kraków 148
Dublin 140
Princeton 139
Shanghai 124
Seoul 123
The Dalles 114
Dong Ket 111
Warsaw 111
Los Angeles 110
London 103
Düsseldorf 90
Venice 88
Tianjin 81
Kunming 79
Jinan 78
Shenyang 78
Hebei 72
Changsha 70
Boardman 67
New York 67
San Diego 67
Brussels 63
Chicago 62
Helsinki 60
Philadelphia 60
Council Bluffs 53
Brooklyn 52
Santa Clara 52
Vigonovo 49
Moscow 47
Hangzhou 44
Hanoi 41
Jiaxing 38
Ningbo 38
Campalto 37
Milan 37
São Paulo 36
Dallas 35
Denver 35
Tokyo 34
Atlanta 33
Orem 33
Zurich 33
Ho Chi Minh City 32
Lanzhou 31
Guangzhou 30
Las Vegas 29
Changchun 27
Montreal 27
Taizhou 27
Phoenix 26
Zhengzhou 25
Munich 24
San Jose 24
Stockholm 24
Johannesburg 23
Padova 23
Mumbai 22
Rome 22
Manchester 20
Monmouth Junction 19
San Francisco 19
Boston 18
Poplar 18
Madrid 17
Saint Petersburg 17
Berlin 16
Chennai 16
Haikou 16
Islington 16
Mexico City 16
Ankara 14
Ardabil 14
Falkenstein 14
Leawood 14
Turin 14
Totale 18.483
Nome #
Continuous and discrete strategies for the modal analysis of regular masonry 345
Numerical and Theoretical Models for NFRCM-Strengthened Masonry 340
A Procedure to Investigate the Collapse Behavior of Masonry Domes : Some Meaningful Cases 327
Experiments on natural fibers : durability and mechanical properties 317
Discrete model for out-of-plane loaded random masonry 308
A full 3D rigid block model for the collapse behaviour of masonry walls 296
Effect of age and level of damage on the autogenous healing of lime mortars 295
Discrete and Continuous Models for Out-of-Plane Loaded Masonry Like Structures: A Multiscale Comparative Study 293
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The Venice trans-lagoon railway bridge 290
Broken tempered Laminated Glass : non-linear discrete element modeling 290
3D Homogenization Procedure for Load Bearing Masonry Columns 273
Experimental and numerical investigations on the behaviour of masonry walls reinforced with an innovative sisal FRCM system 269
The Influence of Self-Healing Capacity of Lime Mortars on the Behaviour of Brick-Mortar Masonry Subassemblies 267
null 266
In plane loaded masonry walls: DEM and FEM/DEM models. A critical review 263
Discrete and Finite Element Models for the Analysis of Unreinforced and Partially Reinforced Masonry Arches 258
HETEROGENEOUS AND CONTINUOUS MODELS: COMPARATIVE ANALYSIS OF MASONRY WALL SUBJECTED TO DIFFERENTIAL SETTLEMENTS 256
Comparative analysis of numerical discrete and finite element models: the case of in-plane loaded periodic brickwork 254
A finite element-discrete element approach for the analysis of the venice trans-lagoon railway bridge 254
A homogenized viscoelastic model for masonry structures 253
Three-dimensional nonlinear behaviour of masonry walls modelled with discrete elements 250
A kinematic FE limit analysis model for thick English bond masonry walls 247
FEM-DEM Modeling for Out-of-plane Loaded Masonry Panels: A Limit Analysis Approach 247
Assessing the influence of self-healing capacity of lime-based mortars on brick-mortar interface strength in masonry units 244
Non-destructive experimentation : Dynamic identification of multi-leaf masonry walls damaged and consolidated 242
SENSITIVITY OF MECHANICAL MASONRY CHARACTERISTICS TO MODELING PROCEDURES 241
A homogenized Love-Kirchhoff model for out-of-plane loaded random 2D lattices: Application to "quasi-periodic" brickwork panels 239
DEM & FEM/DEM models for laterally loaded masonry walls 238
A comparison between a 3D discrete model and two homogenised plate models for periodic elastic brickwork 237
Continuous and discrete models for masonry like material: A critical comparative study 236
Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses 235
Experimental tests for the characterization of sisal fiber reinforced cementitious matrix for strengthening masonry structures 234
A homogenized Reissner-Mindlin model for orthotropic periodic plates. Application to brickwork panels 233
Homogenization of masonry vault bridges: Sensitivity to external stone arch 230
Discrete and Continuous Models for Static and Modal Analysis of Out of Plane Loaded Masonry 228
Modal Analysis for Study of Minor Historical Architecture 225
From micro to macromodels for in plane loaded masonry walls: proposition of a multiscale approach 224
A multi-scale/multi-domain model for the failure analysis of masonry walls : a validation with a combined FEM/DEM approach 222
Form and structure in bridge design 221
Non-linear behaviour of masonry walls: FE, DE & FE/DE models 221
Discrete approaches for the nonlinear analysis of in plane loaded masonry walls : Molecular dynamic and static algorithm solutions 217
A multi-parameter homogenization study for modeling elastic masonry 216
DISCRETE ELEMENT MODEL FOR IN-PLANE LOADED VISCOELASTIC MASONRY 216
Experimental and Numerical Analysis of a Historic Bell Tower 209
Sensitivity to damage imperfection for multileaf masonry walls based on vibrational analyses 209
Discrete and continuous models for in plane loaded random elastic brickwork 205
Preliminary investigation on FRP profiles for the structural retrofit of masonry structures 203
Structural Health Monitoring through Vibration-Based Approaches 203
2D homogenisation procedure in masonry walls strenghtened by FRP repointing technique 199
Discrete Model for the Collapse Behavior of Unreinforced Random Masonry Walls 199
A MODEL FOR COMPOSITE BRICKWORK-LIKE MATERIALS BASED ON DISCRETE ELEMENT PROCEDURE: SENSITIVITY TO DIFFERENT STAGGERED TIERS 198
Out of plane models for composite brickwork-like materials 197
Shape design enhancement of pultruded FRP profiles for structures ancillary to masonry constructions 196
Plate Micromechanical Models for 3D Periodic Brickworks 192
2nd WSEAS Int. Conf. on Applied and Theoretical Mechanics 190
A comment om 18th-century studies attempting to explain the statics of arches and domes 190
A Reissner–Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 189
Compatible model for herringbone bond masonry: Linear elastic homogenization, failure surfaces and structural implementation 189
FE, DE and FE/DE models to investigate the non-linear behaviour of masonry walls: a critical comparison 187
Out of plane model for heterogeneous periodic materials: the case of masonry 185
Homogenized strategy toward constitutive identification of masonry 184
Glass Fiber Reinforced Polymer pultruded members: constitutive model and stability analysis 183
Self healing capability of advanced lime mortars 182
Creep Behaviour of Brickwork: A Parametric Investigation 179
Sensitivity analysis of geometric irregular effects on vulnerability of large-hall historic structures 179
In-Plane Loaded CFRP Reinforced Masonry Walls: Mechanical Characteristics by Homogenisation Procedures 178
Homogenization of FRP pultruded elements: a computational procedure for designing composite materials 177
Limit Analysis of Out-Of-Plane Loaded Running Bond Masonry Walls Under Mindlin-Reissner Plate Hypotheses 176
Non-linear Analysis of Bridge “Guglie” in Venice: Sensitivity to Designed and Realized Shape 176
Heterogeneous elastic solids: a mixed homogenization--rigidification technique 173
Shear characterization of periodic masonry through numerical and experimental validations at the elementary scale 169
3D Asymptotic Model For Cfrp Reinforced Masonry Walls 168
Compressive and shear behaviour of masonry panels: experimentation and numerical analysis 166
A Procedure for the Structural Identifcation of Masonry Towers 166
A homogenization kinematic FE model for two-wythes English bond masonry walls 160
null 160
Limit analysis of masonry domes: the case of Hagia Sophia and Anime Sante 159
A plate asymptotic model for unreinforced and FRP reinforced masonry walls 155
Discrete and finite element models for periodic brickwork: a comparative analysis 151
Laboratory and numerical experimentation for masonry in compression 151
Hemp fibers combined with cementitious mortar: alkali sensitivity and mechanical behaviour 150
A model for brickwork panels based on discrete element procedure. 149
A comparison between numerical and analytical homogenized models for visco-elastic brickwork 149
Discrete Element Analysis of out-of-plane behavior of masonry walls 145
Refined Rigid Block Model for In-Plane Loaded Masonry 141
Three-leaf brick masonry walls : the scale factor 140
Non-linear continuous model for three leaf masonry walls 138
Damage-imperfection indicators for the assessment of multi-leaf masonry walls under different conditions 136
Methodology for the dynamic identification of damaged unreinforced masonry walls through vibrations tests 135
Effect of FRP Repointing technique to increase masonry bond for different textures 134
Validation of analytical multiparameter homogenisation models for out-of-Plane Loaded Masonry Walls by means of finite element method 131
DISCRETE AND CONTINUOUS MODELS FOR THE IN PLANE MODAL ANALYSIS OF MASONRY STRUCTURES 131
Discrete and continuous models for materials with internal microstructure: the case of masonry 131
Manufacturing imperfection assessment of multi-leaf masonry panels 131
CFRP Reinforced Masonry Walls: analytical and numerical homogenised models 129
In-plane behaviour of NFRCM-strengthened masonry modelled by means of discrete elements 128
Homogenization of masonry walls with a computationally oriented procedure. Rigid or elastic block? 127
Il ponte delle Guglie : analisi dinamica e identificazione strutturale 127
Multyscale analysis of Venice trans-lagoon bridge 125
Analisi di stabilità di travi metalliche rinforzate con FRP materials 122
Totale 20.488
Categoria #
all - tutte 127.890
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 127.890


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.975 0 0 0 0 0 330 335 239 157 270 421 223
2021/20221.709 393 306 230 74 81 60 25 232 74 171 43 20
2022/20232.514 459 412 61 337 235 336 70 129 254 55 120 46
2023/20241.555 147 38 79 82 112 148 130 554 143 36 26 60
2024/20253.947 211 65 214 90 193 405 1.043 205 498 240 463 320
2025/20263.086 270 661 275 903 643 334 0 0 0 0 0 0
Totale 25.893