Air Iuav archivio istituzionale della ricerca

CECCHI, ANTONELLA
 Distribuzione geografica
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Continente #
NA - Nord America 13.524
AS - Asia 5.762
EU - Europa 4.884
AF - Africa 525
SA - Sud America 157
Continente sconosciuto - Info sul continente non disponibili 26
OC - Oceania 4
Totale 24.882
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Nazione #
US - Stati Uniti d'America 13.204
CN - Cina 2.179
SG - Singapore 1.533
HK - Hong Kong 1.421
UA - Ucraina 1.013
RU - Federazione Russa 874
IT - Italia 803
DE - Germania 473
GB - Regno Unito 382
CA - Canada 279
FI - Finlandia 258
SN - Senegal 258
PL - Polonia 257
CI - Costa d'Avorio 215
SE - Svezia 210
VN - Vietnam 199
FR - Francia 185
IE - Irlanda 142
KR - Corea 132
BR - Brasile 118
IN - India 84
BE - Belgio 63
ES - Italia 50
JP - Giappone 42
CH - Svizzera 38
MX - Messico 34
TR - Turchia 32
IR - Iran 31
EE - Estonia 26
LT - Lituania 26
NL - Olanda 26
AE - Emirati Arabi Uniti 25
EU - Europa 25
SC - Seychelles 22
BD - Bangladesh 21
ZA - Sudafrica 18
AR - Argentina 16
CZ - Repubblica Ceca 15
ID - Indonesia 14
AT - Austria 11
GR - Grecia 9
EC - Ecuador 8
PH - Filippine 8
CL - Cile 7
IL - Israele 7
IQ - Iraq 6
PK - Pakistan 6
RO - Romania 6
CY - Cipro 5
DZ - Algeria 5
PT - Portogallo 5
TH - Thailandia 4
AU - Australia 3
MA - Marocco 3
MK - Macedonia 3
MY - Malesia 3
BY - Bielorussia 2
CO - Colombia 2
EG - Egitto 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
GH - Ghana 1
HU - Ungheria 1
JM - Giamaica 1
JO - Giordania 1
KE - Kenya 1
KG - Kirghizistan 1
LK - Sri Lanka 1
LV - Lettonia 1
NI - Nicaragua 1
NO - Norvegia 1
NP - Nepal 1
NZ - Nuova Zelanda 1
SA - Arabia Saudita 1
SI - Slovenia 1
SY - Repubblica araba siriana 1
TJ - Tagikistan 1
VE - Venezuela 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 24.882
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Città #
Fairfield 1.769
Hong Kong 1.418
Woodbridge 1.331
Ashburn 1.269
Chandler 913
Houston 869
Seattle 787
Wilmington 720
Singapore 700
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 113
Dong Ket 111
Warsaw 109
Los Angeles 105
London 102
Düsseldorf 90
Venice 88
Tianjin 81
Kunming 79
Jinan 78
Shenyang 78
Hebei 72
Changsha 70
Boardman 67
San Diego 67
Brussels 63
Chicago 62
Helsinki 60
Philadelphia 60
New York 57
Brooklyn 50
Santa Clara 49
Vigonovo 49
Council Bluffs 47
Moscow 47
Hangzhou 44
Jiaxing 38
Ningbo 38
Campalto 37
Milan 37
Dallas 34
São Paulo 34
Tokyo 33
Zurich 33
Atlanta 32
Denver 31
Lanzhou 31
Guangzhou 30
Hanoi 29
Las Vegas 29
Changchun 27
Montreal 27
Taizhou 27
Zhengzhou 25
Ho Chi Minh City 24
Munich 24
Phoenix 24
Stockholm 24
Orem 23
Padova 23
Mumbai 22
Rome 21
Monmouth Junction 19
San Francisco 19
Manchester 18
Poplar 18
Boston 17
Madrid 17
Saint Petersburg 17
Berlin 16
Haikou 16
Islington 16
Johannesburg 16
Chennai 15
Mexico City 15
Ardabil 14
Falkenstein 14
Leawood 14
Turin 14
Brno 13
Chiswick 13
Totale 18.355
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Nome #
Continuous and discrete strategies for the modal analysis of regular masonry 343
Numerical and Theoretical Models for NFRCM-Strengthened Masonry 339
A Procedure to Investigate the Collapse Behavior of Masonry Domes : Some Meaningful Cases 324
Experiments on natural fibers : durability and mechanical properties 316
Discrete model for out-of-plane loaded random masonry 307
Discrete and Continuous Models for Out-of-Plane Loaded Masonry Like Structures: A Multiscale Comparative Study 293
Effect of age and level of damage on the autogenous healing of lime mortars 293
A full 3D rigid block model for the collapse behaviour of masonry walls 291
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The Venice trans-lagoon railway bridge 287
Broken tempered Laminated Glass : non-linear discrete element modeling 287
3D Homogenization Procedure for Load Bearing Masonry Columns 268
Experimental and numerical investigations on the behaviour of masonry walls reinforced with an innovative sisal FRCM system 268
null 266
The Influence of Self-Healing Capacity of Lime Mortars on the Behaviour of Brick-Mortar Masonry Subassemblies 264
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 257
HETEROGENEOUS AND CONTINUOUS MODELS: COMPARATIVE ANALYSIS OF MASONRY WALL SUBJECTED TO DIFFERENTIAL SETTLEMENTS 254
A finite element-discrete element approach for the analysis of the venice trans-lagoon railway bridge 253
A homogenized viscoelastic model for masonry structures 252
Comparative analysis of numerical discrete and finite element models: the case of in-plane loaded periodic brickwork 252
Three-dimensional nonlinear behaviour of masonry walls modelled with discrete elements 248
FEM-DEM Modeling for Out-of-plane Loaded Masonry Panels: A Limit Analysis Approach 247
A kinematic FE limit analysis model for thick English bond masonry walls 244
Assessing the influence of self-healing capacity of lime-based mortars on brick-mortar interface strength in masonry units 243
Non-destructive experimentation : Dynamic identification of multi-leaf masonry walls damaged and consolidated 242
SENSITIVITY OF MECHANICAL MASONRY CHARACTERISTICS TO MODELING PROCEDURES 240
A homogenized Love-Kirchhoff model for out-of-plane loaded random 2D lattices: Application to "quasi-periodic" brickwork panels 237
Continuous and discrete models for masonry like material: A critical comparative study 236
A comparison between a 3D discrete model and two homogenised plate models for periodic elastic brickwork 236
DEM & FEM/DEM models for laterally loaded masonry walls 236
Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses 234
Experimental tests for the characterization of sisal fiber reinforced cementitious matrix for strengthening masonry structures 233
A homogenized Reissner-Mindlin model for orthotropic periodic plates. Application to brickwork panels 232
Homogenization of masonry vault bridges: Sensitivity to external stone arch 229
Discrete and Continuous Models for Static and Modal Analysis of Out of Plane Loaded Masonry 228
From micro to macromodels for in plane loaded masonry walls: proposition of a multiscale approach 222
Form and structure in bridge design 221
A multi-scale/multi-domain model for the failure analysis of masonry walls : a validation with a combined FEM/DEM approach 221
Non-linear behaviour of masonry walls: FE, DE & FE/DE models 220
Modal Analysis for Study of Minor Historical Architecture 219
Discrete approaches for the nonlinear analysis of in plane loaded masonry walls : Molecular dynamic and static algorithm solutions 216
A multi-parameter homogenization study for modeling elastic masonry 215
DISCRETE ELEMENT MODEL FOR IN-PLANE LOADED VISCOELASTIC MASONRY 214
Sensitivity to damage imperfection for multileaf masonry walls based on vibrational analyses 208
Discrete and continuous models for in plane loaded random elastic brickwork 204
Experimental and Numerical Analysis of a Historic Bell Tower 204
Preliminary investigation on FRP profiles for the structural retrofit of masonry structures 202
Structural Health Monitoring through Vibration-Based Approaches 202
Discrete Model for the Collapse Behavior of Unreinforced Random Masonry Walls 198
2D homogenisation procedure in masonry walls strenghtened by FRP repointing technique 197
A MODEL FOR COMPOSITE BRICKWORK-LIKE MATERIALS BASED ON DISCRETE ELEMENT PROCEDURE: SENSITIVITY TO DIFFERENT STAGGERED TIERS 196
Out of plane models for composite brickwork-like materials 195
Shape design enhancement of pultruded FRP profiles for structures ancillary to masonry constructions 195
Plate Micromechanical Models for 3D Periodic Brickworks 191
2nd WSEAS Int. Conf. on Applied and Theoretical Mechanics 189
Compatible model for herringbone bond masonry: Linear elastic homogenization, failure surfaces and structural implementation 189
A Reissner–Mindlin limit analysis model for out-of-plane loaded running bond masonry walls 188
A comment om 18th-century studies attempting to explain the statics of arches and domes 187
FE, DE and FE/DE models to investigate the non-linear behaviour of masonry walls: a critical comparison 185
Out of plane model for heterogeneous periodic materials: the case of masonry 184
Homogenized strategy toward constitutive identification of masonry 181
Glass Fiber Reinforced Polymer pultruded members: constitutive model and stability analysis 181
Self healing capability of advanced lime mortars 181
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
Creep Behaviour of Brickwork: A Parametric Investigation 178
Homogenization of FRP pultruded elements: a computational procedure for designing composite materials 176
Limit Analysis of Out-Of-Plane Loaded Running Bond Masonry Walls Under Mindlin-Reissner Plate Hypotheses 174
Heterogeneous elastic solids: a mixed homogenization--rigidification technique 173
Non-linear Analysis of Bridge “Guglie” in Venice: Sensitivity to Designed and Realized Shape 173
Shear characterization of periodic masonry through numerical and experimental validations at the elementary scale 166
3D Asymptotic Model For Cfrp Reinforced Masonry Walls 166
Compressive and shear behaviour of masonry panels: experimentation and numerical analysis 165
A Procedure for the Structural Identifcation of Masonry Towers 164
null 160
A homogenization kinematic FE model for two-wythes English bond masonry walls 159
Limit analysis of masonry domes: the case of Hagia Sophia and Anime Sante 158
A plate asymptotic model for unreinforced and FRP reinforced masonry walls 154
Discrete and finite element models for periodic brickwork: a comparative analysis 150
Laboratory and numerical experimentation for masonry in compression 150
A model for brickwork panels based on discrete element procedure. 148
Hemp fibers combined with cementitious mortar: alkali sensitivity and mechanical behaviour 147
A comparison between numerical and analytical homogenized models for visco-elastic brickwork 147
Discrete Element Analysis of out-of-plane behavior of masonry walls 143
Three-leaf brick masonry walls : the scale factor 140
Refined Rigid Block Model for In-Plane Loaded Masonry 139
Non-linear continuous model for three leaf masonry walls 138
Damage-imperfection indicators for the assessment of multi-leaf masonry walls under different conditions 134
Methodology for the dynamic identification of damaged unreinforced masonry walls through vibrations tests 133
Effect of FRP Repointing technique to increase masonry bond for different textures 132
Validation of analytical multiparameter homogenisation models for out-of-Plane Loaded Masonry Walls by means of finite element method 131
Manufacturing imperfection assessment of multi-leaf masonry panels 131
DISCRETE AND CONTINUOUS MODELS FOR THE IN PLANE MODAL ANALYSIS OF MASONRY STRUCTURES 130
Discrete and continuous models for materials with internal microstructure: the case of masonry 130
CFRP Reinforced Masonry Walls: analytical and numerical homogenised models 127
In-plane behaviour of NFRCM-strengthened masonry modelled by means of discrete elements 124
Homogenization of masonry walls with a computationally oriented procedure. Rigid or elastic block? 124
Il ponte delle Guglie : analisi dinamica e identificazione strutturale 124
Multyscale analysis of Venice trans-lagoon bridge 122
Analisi di stabilità di travi metalliche rinforzate con FRP materials 121
Totale 20.335
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Categoria #
all - tutte 126.878
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 126.878
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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
2025/20262.860 270 661 275 903 643 108 0 0 0 0 0 0
Totale 25.667