FRANCHI, ALBERTO
 Distribuzione geografica
Continente #
NA - Nord America 4.981
EU - Europa 4.137
AS - Asia 2.436
SA - Sud America 474
AF - Africa 139
OC - Oceania 26
Continente sconosciuto - Info sul continente non disponibili 2
Totale 12.195
Nazione #
US - Stati Uniti d'America 4.850
IT - Italia 1.440
RU - Federazione Russa 1.129
SG - Singapore 852
CN - Cina 578
BR - Brasile 376
VN - Vietnam 268
DE - Germania 205
UA - Ucraina 202
GB - Regno Unito 200
FI - Finlandia 155
FR - Francia 149
SE - Svezia 140
AT - Austria 119
ES - Italia 119
KR - Corea 119
CA - Canada 100
HK - Hong Kong 90
JP - Giappone 89
MA - Marocco 77
IN - India 70
NL - Olanda 68
TR - Turchia 67
IE - Irlanda 65
BD - Bangladesh 49
JO - Giordania 37
AR - Argentina 31
IR - Iran 30
BE - Belgio 28
TW - Taiwan 26
PL - Polonia 25
IQ - Iraq 22
PK - Pakistan 21
ID - Indonesia 19
PE - Perù 19
PH - Filippine 19
CO - Colombia 17
MX - Messico 17
ZA - Sudafrica 17
AU - Australia 16
PT - Portogallo 16
MY - Malesia 15
CI - Costa d'Avorio 12
SA - Arabia Saudita 12
CL - Cile 11
AL - Albania 10
GR - Grecia 10
NZ - Nuova Zelanda 10
CH - Svizzera 8
EC - Ecuador 8
EG - Egitto 7
IL - Israele 7
AE - Emirati Arabi Uniti 6
DK - Danimarca 6
JM - Giamaica 6
NP - Nepal 6
SI - Slovenia 6
UZ - Uzbekistan 6
KE - Kenya 5
PY - Paraguay 5
RO - Romania 5
TH - Thailandia 5
BY - Bielorussia 4
CZ - Repubblica Ceca 4
LV - Lettonia 4
NO - Norvegia 4
TN - Tunisia 4
VE - Venezuela 4
AZ - Azerbaigian 3
LB - Libano 3
NG - Nigeria 3
PS - Palestinian Territory 3
QA - Qatar 3
CY - Cipro 2
ET - Etiopia 2
EU - Europa 2
HU - Ungheria 2
IS - Islanda 2
KH - Cambogia 2
LT - Lituania 2
MD - Moldavia 2
MU - Mauritius 2
NA - Namibia 2
PA - Panama 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
SN - Senegal 2
UY - Uruguay 2
AM - Armenia 1
AO - Angola 1
BA - Bosnia-Erzegovina 1
BG - Bulgaria 1
BO - Bolivia 1
BW - Botswana 1
CG - Congo 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
GT - Guatemala 1
KG - Kirghizistan 1
Totale 12.183
Città #
Milan 621
Ashburn 582
Singapore 516
San Jose 456
Chandler 339
Ann Arbor 252
Fairfield 237
Woodbridge 205
Wilmington 184
Moscow 160
Houston 158
Council Bluffs 143
The Dalles 130
Boardman 127
Vienna 115
Beijing 114
Jacksonville 114
Santa Clara 113
Seattle 109
Seoul 109
Cambridge 100
Hefei 98
Los Angeles 87
Dallas 83
Helsinki 81
Dearborn 79
Málaga 79
Lauterbourg 69
Tokyo 68
Lawrence 65
Ottawa 65
Ho Chi Minh City 62
Dublin 61
Hong Kong 61
Dong Ket 58
North Charleston 51
Kenitra 43
Medford 43
Redwood City 38
Amman 37
Rome 37
Hanoi 35
Buffalo 33
London 32
Florence 31
New York 31
Washington 29
Casablanca 27
Grafing 27
São Paulo 27
Frankfurt am Main 26
Princeton 25
Brussels 24
San Diego 24
Auburn Hills 20
Istanbul 20
Orem 20
Des Moines 18
Taipei 18
Las Vegas 16
Lucca 16
Norwalk 15
Verona 15
Amsterdam 14
Belo Horizonte 14
Mountain View 14
Cagliari 13
L'aquila 13
Abidjan 12
Bologna 12
Phoenix 12
Rio de Janeiro 12
Warsaw 12
Brooklyn 11
Chennai 11
Jakarta 11
Kuala Lumpur 11
Paris 11
Chicago 10
Denver 10
Kent 10
Miami 10
San Francisco 10
Stockholm 10
Turin 10
Guangzhou 9
Montreal 9
Orta di Atella 9
Shanghai 9
Zhengzhou 9
Çankaya 9
Ankara 8
Auckland 8
Erbil 8
Liverpool 8
Mumbai 8
Nanjing 8
Porto Alegre 8
Segrate 8
Tianjin 8
Totale 7.057
Nome #
HBIM challenge among the paradigm of complexity, tools and preservation: The Basilica di Collemaggio 8 years after the earthquake (L'Aquila) 917
Bovisa. Un campus per la ricerca e il lavoro. 376
Conservation and structural safety rehabilitation: a renewed approach needed 288
Open issues for the conservation of land-mark modern architecture: the case study of Torre Velasca 280
In-situ tests, analytical and numerical studies for the assessment capacity of a historic building in l’Aquila 250
Flexural strength-ductility assessment of unreinforced masonry cross-sections: analytical expressions 233
A linear complementarity approach to the time integration of dynamic elastic–plastic structural problems 233
Structural analysis of stone masonry columns of the Basilica S. Maria di Collemaggio 223
Behavior of reinforced concrete walls with welded wire mesh subjected to cyclic loading 222
Cross-lam roof diaphragm for the seismic retrofitting of historical masonry churches 217
From BIM to FEM: the analysis of an historical masonry building 212
Analytical and experimental procedures for the realigning of the 26th floor of the Pirelli tall building after the airplane crash on april 2002 190
The main pillars reconstruction of the Basilica di Collemaggio 189
A non-standard numerical method for finite element modelling of tensile cracks in quasi-brittle material 186
The airplane crash at the "Pirelli" tall building 183
A new bridge on the Ticino river in Italy: advanteges and problems related to the use of a new stainless steel rebar 180
Il risanamento strutturale del Grattacielo Pirelli 177
An innovative approach for the finite element modelling of masonry cracking 175
A Numerical Scheme for Integrating the Rate Plasticity Equations with an a Priori Error Control 172
An in situ diagonal compression test for brick walls with displacement control on the two external layers 170
A constitutive model for rubble masonry allowing for spread micro-cracks and localized macro-cracks 169
The Basilica of Collemaggio in L’Aquila: seismic assessment analysis 169
Welded tempcore reinforcement behaviour for seismic applications 168
Experimental investigation on post-installed metal anchors subjected to seismic loading in R/C members 167
A proposed methodology to evaluate the safety level of vaulted structures in seismic area 166
Computer Analysis of Elastic-Plastic Structures 166
A Mechanical Interpretation of Low-Cycle Fatigue in Steel Reinforcing Bars 165
A Computer System for the Elastic-Plastic Analysis of Large-Scale Structures 162
An experimental investigation of the wind forces on trees 162
The historic side-walls of the navigli canals in Milano: in situ and laboratory tests for the structural conservative project 158
Adaptive remeshing in limit analysis by finite elements 158
Materiali innovativi e grandi opere 156
Stainless steel rebar for seismic applications 155
Cost-benefit analysis for the retrofit of masonry buildings through performance-based seismic assessment 153
SEISMIC VULNERABILITY ASSESSMENT OF A MILITARY DRY DOCK IN MESSINA 150
Estimation of wind loading on trees for a vegetated building envelope: a multi-scale experimental study 149
Wind loading on trees integrated with a building envelope 148
Barre d'armatura ottimizzate per applicazioni in zona sismica: risultati di un progetto di ricerca europeo finanziato dalla ECSC 148
The Industrial Building Heritage : first steps for the Damages Evaluation of Innocenti-Maserati Structural Plant 148
FE modeling of fracture in quasi-brittle material 147
Life cycle cost of the deck of a new bridge on the Ticino river reinforced by stainless steel rebar 144
Multimodal Pushover Analysis for R.C. Bridges 144
An experimental investigation of the wind forces on trees 140
Minimum principles and initial stress method in elastic-plastic analysis 139
On the determination of bifurcation and limit points 139
An in situ diagonal compression test for brick walls with displacement control on the two external layers 139
Retrofitting masonry heritage in seismic areas by preserving its structural historical identity 138
THE NEW FOUNDATION SYSTEM FOR THE TRANSEPT RECONSTRUCTION OF THE BASILICA DI COLLEMAGGIO 131
Condizioni analitiche per l'individuazione di punti critici e punti limite nel problema elastoplastico incrementale discreto 129
Stainless steel rebar for seismic applications 129
Santa Maria di Collemaggio. La basilica del perdono 129
An in situ diagonal compression test with displacement control of the two wall sides 125
Unloading and Reloading Process for the Earthquake Damage Repair of Ancient Masonry Columns: The Case of the Basilica di Collemaggio 125
Experimental Evaluation of Photocatalytic Cement-Based Materials: durability and photo-activity 124
Optimized reinforcing steel bars for seismic applications: results of an ECSC european project 123
Numerical analysis of old masonry buildings: a debating issue 119
The strength and strain of high-strength concrete elements with confinement and steel fiber reinforcement including the conditions of the effect of elevated temperatures 117
Procedura sperimentale-numerico della fase di riallineamento delle travi deel'impalcato del 26° piano del grattacielo Pirelli a Milano 114
Experimental tests of a new durable and sustainable photo-catalytic plaster for the facades of "Torre Velasca" building in Milano 107
Sistemi intelaiati in acciaio, collegamenti flangiati trave-colonna 105
Stainless steel rebar under cyclic loadings 102
Seismic vulnerability of a dry dock in Messina, Italy 99
Material and geometric instabilities in the rate elsatic-plastic finite deformation problem 98
L' evoluzione della normativa italiana ed europea degli acciai da c.a. 97
Nuovi sviluppi della ricerca sugli acciai da c.a.: duttilità, fatica oligociclica, acciaio zincato e prove su colonne in c.a. per zone ad alto rischio sismico 95
Residual stresses in multi-pass cold drawn high-strength steel wires 86
Optimization of ductility of welded steel bars, ribbed coils and mesh fabric for reinforced concrete elements under severe seismic loads: report EUR 2056EN, European Commission - Technical Steel Research final report 84
Stainless steel reinforcing bars for structural seismic applications 78
Nuovi orientamenti normativi in Italia ed in Europa per un utilizzo più razionale degli acciai da c.a. 77
Investigation on the cause of damages of an historical masonry industrial plant 76
Prospettive della nuova normativa europea sugli acciai da c.a. e la ricerca in corso 75
Post-installed anchors under seismic action 69
Post-installed metal anchors behavior in cyclically cracked concrete 68
Laboratory tests on unreinforced and reinforced historical masonry wall specimens in L'Aquila (Italy) 68
Structural failure of historic buildings: masonry fatigue tests for an interpretation model 67
Experimental research on r.c. structural walls subjected to cyclic loading 66
Interpretazione numerica della dinamica dell’incidente aereo ai piani 26° e 27° del grattacielo Pirellli 62
Seismic behavior of R.C. columns with zinc coated bars 59
Some recent results of the research on steel rebars 56
Stability Test for Multiplicity of Solutions in Finite Element Analysis of Cracking Structures 14
Totale 12.293
Categoria #
all - tutte 33.142
article - articoli 9.975
book - libri 263
conference - conferenze 19.495
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.409
Totale 66.284


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021131 0 0 0 0 0 0 0 0 0 0 0 131
2021/2022643 51 77 20 53 82 37 28 46 30 50 58 111
2022/2023992 90 71 30 87 103 113 12 71 177 97 81 60
2023/2024632 50 110 15 41 38 39 37 100 15 74 18 95
2024/20251.431 22 56 42 44 248 44 59 153 221 107 214 221
2025/20265.309 889 836 230 392 308 246 690 301 462 518 224 213
Totale 12.293