RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

FRANCHI, ALBERTO
 Distribuzione geografica
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Continente #
NA - Nord America 2.789
EU - Europa 1.987
AS - Asia 474
SA - Sud America 52
AF - Africa 21
OC - Oceania 20
Continente sconosciuto - Info sul continente non disponibili 2
Totale 5.345
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Nazione #
US - Stati Uniti d'America 2.711
IT - Italia 822
UA - Ucraina 199
DE - Germania 158
GB - Regno Unito 140
SE - Svezia 131
FI - Finlandia 129
AT - Austria 115
ES - Italia 110
VN - Vietnam 108
CN - Cina 90
SG - Singapore 82
CA - Canada 74
IE - Irlanda 59
TR - Turchia 38
JO - Giordania 33
BE - Belgio 28
IN - India 28
BR - Brasile 23
FR - Francia 20
IR - Iran 19
NL - Olanda 17
JP - Giappone 16
PK - Pakistan 16
PE - Perù 12
HK - Hong Kong 11
PT - Portogallo 11
AU - Australia 10
CI - Costa d'Avorio 10
CO - Colombia 10
NZ - Nuova Zelanda 10
KR - Corea 8
TW - Taiwan 8
AL - Albania 6
DK - Danimarca 6
GR - Grecia 6
PL - Polonia 6
RU - Federazione Russa 6
MY - Malesia 5
CL - Cile 4
ID - Indonesia 4
NO - Norvegia 4
RO - Romania 4
SI - Slovenia 4
AR - Argentina 3
CH - Svizzera 3
EG - Egitto 3
NG - Nigeria 3
SA - Arabia Saudita 3
CZ - Repubblica Ceca 2
EU - Europa 2
MX - Messico 2
PH - Filippine 2
ZA - Sudafrica 2
AE - Emirati Arabi Uniti 1
CR - Costa Rica 1
DZ - Algeria 1
IL - Israele 1
LV - Lettonia 1
MU - Mauritius 1
PA - Panama 1
PS - Palestinian Territory 1
SO - Somalia 1
Totale 5.345
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Città #
Chandler 339
Ann Arbor 252
Fairfield 237
Woodbridge 205
Wilmington 184
Milan 166
Houston 151
Ashburn 126
Jacksonville 114
Vienna 113
Seattle 104
Cambridge 100
Dearborn 79
Málaga 78
Singapore 76
Lawrence 65
Ottawa 65
Helsinki 62
Dong Ket 58
Dublin 55
Beijing 45
Medford 42
Redwood City 38
Amman 33
Grafing 27
Washington 26
Princeton 25
Brussels 24
San Diego 24
Florence 21
Auburn Hills 20
London 19
Rome 18
Lucca 16
Des Moines 15
Mountain View 14
Norwalk 14
L'aquila 13
Verona 13
Cagliari 12
Dallas 11
Abidjan 10
Amsterdam 10
Istanbul 9
Auckland 8
Liverpool 8
Segrate 8
Central 7
Los Angeles 7
Napoli 7
New York 7
Boardman 6
Bologna 6
Brescia 6
Fars 6
Miami 6
Nanjing 6
Tirana 6
Zagarolo 6
Barranquilla 5
Baton Rouge 5
Dresden 5
Foggia 5
Hefei 5
Lima 5
Phoenix 5
Pushkin 5
Rescaldina 5
Torino 5
Turin 5
Évora 5
Ankara 4
Athens 4
Codogno 4
Delft 4
Mumbai 4
Muratpasa 4
Oristano 4
Padova 4
Redmond 4
Renton 4
Seville 4
Silkeborg 4
Teramo 4
Bari 3
Bogotá 3
Boulder 3
Brisbane 3
Bristol 3
Campinas 3
Carrick on Shannon 3
Como 3
Dalmine 3
Dortmund 3
Ferrara 3
Filadelfia 3
Finchley 3
Genzano Di Roma 3
Grugliasco 3
Izmir 3
Totale 3.388
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Nome #
HBIM challenge among the paradigm of complexity, tools and preservation: The Basilica di Collemaggio 8 years after the earthquake (L'Aquila) 631
Bovisa. Un campus per la ricerca e il lavoro. 187
Flexural strength-ductility assessment of unreinforced masonry cross-sections: analytical expressions 135
Structural analysis of stone masonry columns of the Basilica S. Maria di Collemaggio 133
Behavior of reinforced concrete walls with welded wire mesh subjected to cyclic loading 123
From BIM to FEM: the analysis of an historical masonry building 115
A linear complementarity approach to the time integration of dynamic elastic–plastic structural problems 101
Open issues for the conservation of land-mark modern architecture: the case study of Torre Velasca 99
Experimental investigation on post-installed metal anchors subjected to seismic loading in R/C members 98
Stainless steel rebar for seismic applications 95
A Numerical Scheme for Integrating the Rate Plasticity Equations with an a Priori Error Control 95
Welded tempcore reinforcement behaviour for seismic applications 91
Cross-lam roof diaphragm for the seismic retrofitting of historical masonry churches 91
Analytical and experimental procedures for the realigning of the 26th floor of the Pirelli tall building after the airplane crash on april 2002 88
Computer Analysis of Elastic-Plastic Structures 87
Minimum principles and initial stress method in elastic-plastic analysis 86
A Computer System for the Elastic-Plastic Analysis of Large-Scale Structures 85
Wind loading on trees integrated with a building envelope 84
The historic side-walls of the navigli canals in Milano: in situ and laboratory tests for the structural conservative project 82
On the determination of bifurcation and limit points 82
SEISMIC VULNERABILITY ASSESSMENT OF A MILITARY DRY DOCK IN MESSINA 77
The main pillars reconstruction of the Basilica di Collemaggio 77
Stainless steel rebar for seismic applications 77
Materiali innovativi e grandi opere 73
Estimation of wind loading on trees for a vegetated building envelope: a multi-scale experimental study 73
A new bridge on the Ticino river in Italy: advanteges and problems related to the use of a new stainless steel rebar 72
The Basilica of Collemaggio in L’Aquila: seismic assessment analysis 71
Il risanamento strutturale del Grattacielo Pirelli 68
The airplane crash at the "Pirelli" tall building 68
Multimodal Pushover Analysis for R.C. Bridges 68
Life cycle cost of the deck of a new bridge on the Ticino river reinforced by stainless steel rebar 67
The Industrial Building Heritage : first steps for the Damages Evaluation of Innocenti-Maserati Structural Plant 66
An innovative approach for the finite element modelling of masonry cracking 66
An experimental investigation of the wind forces on trees 65
Numerical analysis of old masonry buildings: a debating issue 64
Conservation and structural safety rehabilitation: a renewed approach needed 64
An in situ diagonal compression test for brick walls with displacement control on the two external layers 63
Retrofitting masonry heritage in seismic areas by preserving its structural historical identity 62
The strength and strain of high-strength concrete elements with confinement and steel fiber reinforcement including the conditions of the effect of elevated temperatures 62
Seismic vulnerability of a dry dock in Messina, Italy 61
Adaptive remeshing in limit analysis by finite elements 60
FE modeling of fracture in quasi-brittle material 60
A Mechanical Interpretation of Low-Cycle Fatigue in Steel Reinforcing Bars 58
L' evoluzione della normativa italiana ed europea degli acciai da c.a. 57
An experimental investigation of the wind forces on trees 55
Cost-benefit analysis for the retrofit of masonry buildings through performance-based seismic assessment 55
A proposed methodology to evaluate the safety level of vaulted structures in seismic area 54
THE NEW FOUNDATION SYSTEM FOR THE TRANSEPT RECONSTRUCTION OF THE BASILICA DI COLLEMAGGIO 53
Experimental Evaluation of Photocatalytic Cement-Based Materials: durability and photo-activity 50
Optimized reinforcing steel bars for seismic applications: results of an ECSC european project 49
Condizioni analitiche per l'individuazione di punti critici e punti limite nel problema elastoplastico incrementale discreto 49
Procedura sperimentale-numerico della fase di riallineamento delle travi deel'impalcato del 26° piano del grattacielo Pirelli a Milano 48
Unloading and Reloading Process for the Earthquake Damage Repair of Ancient Masonry Columns: The Case of the Basilica di Collemaggio 43
An in situ diagonal compression test for brick walls with displacement control on the two external layers 42
An in situ diagonal compression test with displacement control of the two wall sides 42
A non-standard numerical method for finite element modelling of tensile cracks in quasi-brittle material 40
Stainless steel rebar under cyclic loadings 39
Post-installed metal anchors behavior in cyclically cracked concrete 39
Experimental tests of a new durable and sustainable photo-catalytic plaster for the facades of "Torre Velasca" building in Milano 39
Material and geometric instabilities in the rate elsatic-plastic finite deformation problem 38
Barre d'armatura ottimizzate per applicazioni in zona sismica: risultati di un progetto di ricerca europeo finanziato dalla ECSC 38
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 37
Sistemi intelaiati in acciaio, collegamenti flangiati trave-colonna 36
Nuovi orientamenti normativi in Italia ed in Europa per un utilizzo più razionale degli acciai da c.a. 35
Residual stresses in multi-pass cold drawn high-strength steel wires 35
In-situ tests, analytical and numerical studies for the assessment capacity of a historic building in l’Aquila 35
Stainless steel reinforcing bars for structural seismic applications 34
Investigation on the cause of damages of an historical masonry industrial plant 33
Prospettive della nuova normativa europea sugli acciai da c.a. e la ricerca in corso 32
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 32
Seismic behavior of R.C. columns with zinc coated bars 24
A constitutive model for rubble masonry allowing for spread micro-cracks and localized macro-cracks 20
Some recent results of the research on steel rebars 20
Laboratory tests on unreinforced and reinforced historical masonry wall specimens in L'Aquila (Italy) 19
Structural failure of historic buildings: masonry fatigue tests for an interpretation model 18
Post-installed anchors under seismic action 18
Santa Maria di Collemaggio. La basilica del perdono 18
Interpretazione numerica della dinamica dell’incidente aereo ai piani 26° e 27° del grattacielo Pirellli 17
Experimental research on r.c. structural walls subjected to cyclic loading 17
Totale 5.440
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Categoria #
all - tutte 14.006
article - articoli 4.883
book - libri 105
conference - conferenze 7.669
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.349
Totale 28.012
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019196 0 0 0 0 0 0 0 0 0 0 109 87
2019/2020932 37 83 25 63 97 102 108 65 104 43 145 60
2020/2021855 70 31 96 46 110 41 72 60 51 101 46 131
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
2023/2024519 50 110 15 41 38 39 37 100 15 74 0 0
Totale 5.440