FRANCHI, ALBERTO
 Distribuzione geografica
Continente #
NA - Nord America 5.115
EU - Europa 4.477
AS - Asia 2.462
SA - Sud America 479
AF - Africa 140
Continente sconosciuto - Info sul continente non disponibili 100
OC - Oceania 26
Totale 12.799
Nazione #
US - Stati Uniti d'America 4.966
IT - Italia 1.771
RU - Federazione Russa 1.129
SG - Singapore 857
CN - Cina 582
BR - Brasile 378
VN - Vietnam 278
DE - Germania 205
UA - Ucraina 202
GB - Regno Unito 200
FI - Finlandia 155
FR - Francia 150
SE - Svezia 140
ES - Italia 122
KR - Corea 120
AT - Austria 119
CA - Canada 111
HK - Hong Kong 92
JP - Giappone 89
MA - Marocco 77
IN - India 70
NL - Olanda 69
TR - Turchia 69
IE - Irlanda 65
BD - Bangladesh 51
JO - Giordania 37
AR - Argentina 32
IR - Iran 30
BE - Belgio 28
TW - Taiwan 26
PL - Polonia 25
IQ - Iraq 22
PK - Pakistan 21
ID - Indonesia 19
MX - Messico 19
PE - Perù 19
PH - Filippine 19
CO - Colombia 18
ZA - Sudafrica 17
AU - Australia 16
PT - Portogallo 16
MY - Malesia 15
CI - Costa d'Avorio 12
SA - Arabia Saudita 12
AL - Albania 11
CL - Cile 11
GR - Grecia 10
NZ - Nuova Zelanda 10
CH - Svizzera 8
EC - Ecuador 8
JM - Giamaica 8
EG - Egitto 7
IL - Israele 7
AE - Emirati Arabi Uniti 6
DK - Danimarca 6
NP - Nepal 6
SI - Slovenia 6
UZ - Uzbekistan 6
KE - Kenya 5
LV - Lettonia 5
PY - Paraguay 5
RO - Romania 5
TH - Thailandia 5
VE - Venezuela 5
BY - Bielorussia 4
CZ - Repubblica Ceca 4
NO - Norvegia 4
TN - Tunisia 4
AZ - Azerbaigian 3
BG - Bulgaria 3
LB - Libano 3
NG - Nigeria 3
PS - Palestinian Territory 3
QA - Qatar 3
CR - Costa Rica 2
CY - Cipro 2
DZ - Algeria 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
TT - Trinidad e Tobago 2
UY - Uruguay 2
AM - Armenia 1
AO - Angola 1
BA - Bosnia-Erzegovina 1
BO - Bolivia 1
BW - Botswana 1
CG - Congo 1
DO - Repubblica Dominicana 1
GT - Guatemala 1
Totale 12.688
Città #
Milan 794
Ashburn 597
Singapore 519
San Jose 460
Chandler 339
Ann Arbor 252
Fairfield 237
Woodbridge 205
Wilmington 184
Moscow 160
Houston 158
Council Bluffs 146
The Dalles 130
Boardman 127
Santa Clara 116
Beijing 115
Vienna 115
Jacksonville 114
Seattle 109
Seoul 109
Cambridge 100
Hefei 98
Dallas 87
Los Angeles 87
Helsinki 81
Málaga 80
Dearborn 79
Lauterbourg 69
Rome 69
Tokyo 68
Lawrence 65
Ottawa 65
Ho Chi Minh City 64
Hong Kong 63
Dublin 61
Dong Ket 58
North Charleston 52
Kenitra 43
Medford 43
Redwood City 38
Amman 37
Hanoi 35
Florence 34
London 34
Buffalo 33
New York 32
Washington 29
Casablanca 27
Grafing 27
São Paulo 27
Frankfurt am Main 26
Princeton 25
San Diego 25
Brussels 24
Auburn Hills 20
Istanbul 20
Orem 20
Lucca 19
Des Moines 18
Taipei 18
Bologna 16
Las Vegas 16
Turin 16
Verona 16
Norwalk 15
Amsterdam 14
Belo Horizonte 14
Cagliari 14
Mountain View 14
Chicago 13
L'aquila 13
Padua 13
Phoenix 13
Abidjan 12
Brooklyn 12
Rio de Janeiro 12
Warsaw 12
Chennai 11
Denver 11
Jakarta 11
Kuala Lumpur 11
Miami 11
Palermo 11
Paris 11
Kent 10
Montreal 10
San Francisco 10
Stockholm 10
Çankaya 10
Brescia 9
Guangzhou 9
Orta di Atella 9
Shanghai 9
Tirana 9
Zhengzhou 9
Ankara 8
Auckland 8
Erbil 8
Genoa 8
Liverpool 8
Totale 7.342
Nome #
HBIM challenge among the paradigm of complexity, tools and preservation: The Basilica di Collemaggio 8 years after the earthquake (L'Aquila) 929
Bovisa. Un campus per la ricerca e il lavoro. 385
Conservation and structural safety rehabilitation: a renewed approach needed 327
Open issues for the conservation of land-mark modern architecture: the case study of Torre Velasca 319
In-situ tests, analytical and numerical studies for the assessment capacity of a historic building in l’Aquila 288
A linear complementarity approach to the time integration of dynamic elastic–plastic structural problems 251
Flexural strength-ductility assessment of unreinforced masonry cross-sections: analytical expressions 235
Behavior of reinforced concrete walls with welded wire mesh subjected to cyclic loading 232
Structural analysis of stone masonry columns of the Basilica S. Maria di Collemaggio 231
Cross-lam roof diaphragm for the seismic retrofitting of historical masonry churches 220
From BIM to FEM: the analysis of an historical masonry building 219
The airplane crash at the "Pirelli" tall building 200
The main pillars reconstruction of the Basilica di Collemaggio 200
A non-standard numerical method for finite element modelling of tensile cracks in quasi-brittle material 197
Analytical and experimental procedures for the realigning of the 26th floor of the Pirelli tall building after the airplane crash on april 2002 194
A new bridge on the Ticino river in Italy: advanteges and problems related to the use of a new stainless steel rebar 184
Il risanamento strutturale del Grattacielo Pirelli 183
A constitutive model for rubble masonry allowing for spread micro-cracks and localized macro-cracks 181
An in situ diagonal compression test for brick walls with displacement control on the two external layers 177
An innovative approach for the finite element modelling of masonry cracking 176
The Basilica of Collemaggio in L’Aquila: seismic assessment analysis 174
A Numerical Scheme for Integrating the Rate Plasticity Equations with an a Priori Error Control 173
Experimental investigation on post-installed metal anchors subjected to seismic loading in R/C members 173
Welded tempcore reinforcement behaviour for seismic applications 170
A Mechanical Interpretation of Low-Cycle Fatigue in Steel Reinforcing Bars 170
A proposed methodology to evaluate the safety level of vaulted structures in seismic area 169
Adaptive remeshing in limit analysis by finite elements 168
Computer Analysis of Elastic-Plastic Structures 168
An experimental investigation of the wind forces on trees 168
A Computer System for the Elastic-Plastic Analysis of Large-Scale Structures 165
Stainless steel rebar for seismic applications 161
Materiali innovativi e grandi opere 159
The historic side-walls of the navigli canals in Milano: in situ and laboratory tests for the structural conservative project 158
Cost-benefit analysis for the retrofit of masonry buildings through performance-based seismic assessment 156
The Industrial Building Heritage : first steps for the Damages Evaluation of Innocenti-Maserati Structural Plant 155
Estimation of wind loading on trees for a vegetated building envelope: a multi-scale experimental study 154
Barre d'armatura ottimizzate per applicazioni in zona sismica: risultati di un progetto di ricerca europeo finanziato dalla ECSC 153
Wind loading on trees integrated with a building envelope 151
An experimental investigation of the wind forces on trees 151
SEISMIC VULNERABILITY ASSESSMENT OF A MILITARY DRY DOCK IN MESSINA 151
Life cycle cost of the deck of a new bridge on the Ticino river reinforced by stainless steel rebar 150
FE modeling of fracture in quasi-brittle material 150
Multimodal Pushover Analysis for R.C. Bridges 147
Minimum principles and initial stress method in elastic-plastic analysis 142
On the determination of bifurcation and limit points 141
An in situ diagonal compression test for brick walls with displacement control on the two external layers 140
Retrofitting masonry heritage in seismic areas by preserving its structural historical identity 140
THE NEW FOUNDATION SYSTEM FOR THE TRANSEPT RECONSTRUCTION OF THE BASILICA DI COLLEMAGGIO 136
Santa Maria di Collemaggio. La basilica del perdono 136
Condizioni analitiche per l'individuazione di punti critici e punti limite nel problema elastoplastico incrementale discreto 132
Unloading and Reloading Process for the Earthquake Damage Repair of Ancient Masonry Columns: The Case of the Basilica di Collemaggio 131
Stainless steel rebar for seismic applications 130
Experimental Evaluation of Photocatalytic Cement-Based Materials: durability and photo-activity 129
An in situ diagonal compression test with displacement control of the two wall sides 127
Optimized reinforcing steel bars for seismic applications: results of an ECSC european project 125
The strength and strain of high-strength concrete elements with confinement and steel fiber reinforcement including the conditions of the effect of elevated temperatures 121
Numerical analysis of old masonry buildings: a debating issue 119
Procedura sperimentale-numerico della fase di riallineamento delle travi deel'impalcato del 26° piano del grattacielo Pirelli a Milano 119
Stainless steel rebar under cyclic loadings 111
Experimental tests of a new durable and sustainable photo-catalytic plaster for the facades of "Torre Velasca" building in Milano 111
Sistemi intelaiati in acciaio, collegamenti flangiati trave-colonna 110
Material and geometric instabilities in the rate elsatic-plastic finite deformation problem 104
Seismic vulnerability of a dry dock in Messina, Italy 101
L' evoluzione della normativa italiana ed europea degli acciai da c.a. 99
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 96
Residual stresses in multi-pass cold drawn high-strength steel wires 89
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 87
Nuovi orientamenti normativi in Italia ed in Europa per un utilizzo più razionale degli acciai da c.a. 82
Investigation on the cause of damages of an historical masonry industrial plant 82
Stainless steel reinforcing bars for structural seismic applications 80
Prospettive della nuova normativa europea sugli acciai da c.a. e la ricerca in corso 76
Structural failure of historic buildings: masonry fatigue tests for an interpretation model 74
Laboratory tests on unreinforced and reinforced historical masonry wall specimens in L'Aquila (Italy) 72
Experimental research on r.c. structural walls subjected to cyclic loading 72
Post-installed metal anchors behavior in cyclically cracked concrete 70
Post-installed anchors under seismic action 70
Seismic behavior of R.C. columns with zinc coated bars 69
Interpretazione numerica della dinamica dell’incidente aereo ai piani 26° e 27° del grattacielo Pirellli 68
Some recent results of the research on steel rebars 63
Stability Test for Multiplicity of Solutions in Finite Element Analysis of Cracking Structures 23
Totale 12.799
Categoria #
all - tutte 34.484
article - articoli 10.313
book - libri 275
conference - conferenze 20.366
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.530
Totale 68.968


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022592 0 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
2025/20265.580 889 836 230 392 308 246 690 301 462 518 224 484
2026/2027235 205 30 0 0 0 0 0 0 0 0 0 0
Totale 12.799