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

FRANCHI, ALBERTO
 Distribuzione geografica
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Continente #
NA - Nord America 3.934
EU - Europa 3.518
AS - Asia 1.837
SA - Sud America 452
AF - Africa 126
OC - Oceania 24
Continente sconosciuto - Info sul continente non disponibili 2
Totale 9.893
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Nazione #
US - Stati Uniti d'America 3.820
RU - Federazione Russa 1.128
IT - Italia 967
SG - Singapore 766
CN - Cina 489
BR - Brasile 361
DE - Germania 202
UA - Ucraina 201
GB - Regno Unito 183
VN - Vietnam 173
SE - Svezia 139
FI - Finlandia 137
AT - Austria 118
ES - Italia 114
CA - Canada 90
MA - Marocco 75
FR - Francia 72
IE - Irlanda 63
NL - Olanda 63
IN - India 61
TR - Turchia 57
JO - Giordania 34
HK - Hong Kong 33
JP - Giappone 31
AR - Argentina 28
BE - Belgio 28
IR - Iran 27
KR - Corea 25
PL - Polonia 24
BD - Bangladesh 20
PE - Perù 18
PK - Pakistan 17
CO - Colombia 16
ID - Indonesia 15
AU - Australia 14
MX - Messico 14
ZA - Sudafrica 14
IQ - Iraq 13
MY - Malesia 13
PT - Portogallo 13
CI - Costa d'Avorio 11
SA - Arabia Saudita 11
CL - Cile 10
NZ - Nuova Zelanda 10
PH - Filippine 10
AL - Albania 9
GR - Grecia 9
EC - Ecuador 8
TW - Taiwan 8
CH - Svizzera 7
DK - Danimarca 6
EG - Egitto 6
AE - Emirati Arabi Uniti 5
IL - Israele 5
KE - Kenya 5
PY - Paraguay 5
RO - Romania 5
UZ - Uzbekistan 5
BY - Bielorussia 4
CZ - Repubblica Ceca 4
LV - Lettonia 4
NO - Norvegia 4
SI - Slovenia 4
VE - Venezuela 4
AZ - Azerbaigian 3
JM - Giamaica 3
NG - Nigeria 3
NP - Nepal 3
PS - Palestinian Territory 3
TN - Tunisia 3
EU - Europa 2
IS - Islanda 2
LB - Libano 2
LT - Lituania 2
MD - Moldavia 2
QA - Qatar 2
UY - Uruguay 2
AM - Armenia 1
AO - Angola 1
BA - Bosnia-Erzegovina 1
BG - Bulgaria 1
BW - Botswana 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
ET - Etiopia 1
GT - Guatemala 1
HU - Ungheria 1
KG - Kirghizistan 1
KH - Cambogia 1
KZ - Kazakistan 1
LK - Sri Lanka 1
MK - Macedonia 1
MU - Mauritius 1
NA - Namibia 1
NI - Nicaragua 1
PA - Panama 1
SN - Senegal 1
SO - Somalia 1
SV - El Salvador 1
Totale 9.890
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Città #
Singapore 464
Ashburn 445
Chandler 339
Ann Arbor 252
Fairfield 237
Woodbridge 205
Milan 191
Wilmington 184
Moscow 160
Houston 158
Beijing 114
Jacksonville 114
Vienna 114
Seattle 109
Santa Clara 106
Cambridge 100
Hefei 97
Council Bluffs 87
Boardman 85
Dearborn 79
Málaga 79
Los Angeles 72
Lawrence 65
Ottawa 65
Helsinki 63
Dublin 59
Dong Ket 58
San Jose 57
Dallas 52
Kenitra 43
Medford 42
Redwood City 38
Amman 34
Ho Chi Minh City 33
The Dalles 33
Buffalo 31
London 31
Rome 31
Florence 30
Grafing 27
São Paulo 27
Washington 27
Casablanca 26
New York 26
Frankfurt am Main 25
Princeton 25
Brussels 24
San Diego 24
Auburn Hills 20
Istanbul 19
Hanoi 18
Des Moines 17
Lucca 16
Norwalk 15
Seoul 15
Verona 15
Mountain View 14
Belo Horizonte 13
Cagliari 13
L'aquila 13
Tokyo 13
Amsterdam 12
Phoenix 12
Rio de Janeiro 12
Abidjan 11
Bologna 11
Jakarta 11
Warsaw 11
Brooklyn 10
Kent 10
Hong Kong 9
Kuala Lumpur 9
Orta di Atella 9
Paris 9
Stockholm 9
Zhengzhou 9
Ankara 8
Auckland 8
Chicago 8
Liverpool 8
Miami 8
Nanjing 8
Porto Alegre 8
San Francisco 8
Segrate 8
Tianjin 8
Tirana 8
Bogotá 7
Central 7
Chennai 7
Denver 7
Montreal 7
Mumbai 7
Munich 7
Napoli 7
Turin 7
Atlanta 6
Boltiere 6
Brasília 6
Brescia 6
Totale 5.317
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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) 827
Bovisa. Un campus per la ricerca e il lavoro. 328
Flexural strength-ductility assessment of unreinforced masonry cross-sections: analytical expressions 205
Behavior of reinforced concrete walls with welded wire mesh subjected to cyclic loading 202
Structural analysis of stone masonry columns of the Basilica S. Maria di Collemaggio 190
Cross-lam roof diaphragm for the seismic retrofitting of historical masonry churches 187
A linear complementarity approach to the time integration of dynamic elastic–plastic structural problems 185
From BIM to FEM: the analysis of an historical masonry building 184
Analytical and experimental procedures for the realigning of the 26th floor of the Pirelli tall building after the airplane crash on april 2002 169
A Numerical Scheme for Integrating the Rate Plasticity Equations with an a Priori Error Control 152
A new bridge on the Ticino river in Italy: advanteges and problems related to the use of a new stainless steel rebar 151
Welded tempcore reinforcement behaviour for seismic applications 151
Computer Analysis of Elastic-Plastic Structures 148
The main pillars reconstruction of the Basilica di Collemaggio 147
Experimental investigation on post-installed metal anchors subjected to seismic loading in R/C members 146
The historic side-walls of the navigli canals in Milano: in situ and laboratory tests for the structural conservative project 144
The Basilica of Collemaggio in L’Aquila: seismic assessment analysis 144
An innovative approach for the finite element modelling of masonry cracking 144
Il risanamento strutturale del Grattacielo Pirelli 143
Stainless steel rebar for seismic applications 142
A proposed methodology to evaluate the safety level of vaulted structures in seismic area 142
A Computer System for the Elastic-Plastic Analysis of Large-Scale Structures 142
Adaptive remeshing in limit analysis by finite elements 137
An in situ diagonal compression test for brick walls with displacement control on the two external layers 137
Materiali innovativi e grandi opere 135
An experimental investigation of the wind forces on trees 134
A constitutive model for rubble masonry allowing for spread micro-cracks and localized macro-cracks 133
Life cycle cost of the deck of a new bridge on the Ticino river reinforced by stainless steel rebar 130
Estimation of wind loading on trees for a vegetated building envelope: a multi-scale experimental study 129
Open issues for the conservation of land-mark modern architecture: the case study of Torre Velasca 129
Minimum principles and initial stress method in elastic-plastic analysis 127
Conservation and structural safety rehabilitation: a renewed approach needed 127
A non-standard numerical method for finite element modelling of tensile cracks in quasi-brittle material 127
Wind loading on trees integrated with a building envelope 125
On the determination of bifurcation and limit points 125
Cost-benefit analysis for the retrofit of masonry buildings through performance-based seismic assessment 125
A Mechanical Interpretation of Low-Cycle Fatigue in Steel Reinforcing Bars 124
FE modeling of fracture in quasi-brittle material 123
Retrofitting masonry heritage in seismic areas by preserving its structural historical identity 122
SEISMIC VULNERABILITY ASSESSMENT OF A MILITARY DRY DOCK IN MESSINA 122
Multimodal Pushover Analysis for R.C. Bridges 121
The Industrial Building Heritage : first steps for the Damages Evaluation of Innocenti-Maserati Structural Plant 121
An experimental investigation of the wind forces on trees 115
Stainless steel rebar for seismic applications 115
Condizioni analitiche per l'individuazione di punti critici e punti limite nel problema elastoplastico incrementale discreto 113
The airplane crash at the "Pirelli" tall building 113
Barre d'armatura ottimizzate per applicazioni in zona sismica: risultati di un progetto di ricerca europeo finanziato dalla ECSC 112
An in situ diagonal compression test for brick walls with displacement control on the two external layers 110
Numerical analysis of old masonry buildings: a debating issue 109
THE NEW FOUNDATION SYSTEM FOR THE TRANSEPT RECONSTRUCTION OF THE BASILICA DI COLLEMAGGIO 104
Experimental Evaluation of Photocatalytic Cement-Based Materials: durability and photo-activity 103
Santa Maria di Collemaggio. La basilica del perdono 103
Unloading and Reloading Process for the Earthquake Damage Repair of Ancient Masonry Columns: The Case of the Basilica di Collemaggio 100
An in situ diagonal compression test with displacement control of the two wall sides 98
Procedura sperimentale-numerico della fase di riallineamento delle travi deel'impalcato del 26° piano del grattacielo Pirelli a Milano 93
The strength and strain of high-strength concrete elements with confinement and steel fiber reinforcement including the conditions of the effect of elevated temperatures 93
In-situ tests, analytical and numerical studies for the assessment capacity of a historic building in l’Aquila 91
Optimized reinforcing steel bars for seismic applications: results of an ECSC european project 89
Seismic vulnerability of a dry dock in Messina, Italy 89
Experimental tests of a new durable and sustainable photo-catalytic plaster for the facades of "Torre Velasca" building in Milano 88
Material and geometric instabilities in the rate elsatic-plastic finite deformation problem 87
L' evoluzione della normativa italiana ed europea degli acciai da c.a. 87
Sistemi intelaiati in acciaio, collegamenti flangiati trave-colonna 83
Stainless steel rebar under cyclic loadings 79
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 78
Residual stresses in multi-pass cold drawn high-strength steel wires 74
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 69
Prospettive della nuova normativa europea sugli acciai da c.a. e la ricerca in corso 66
Nuovi orientamenti normativi in Italia ed in Europa per un utilizzo più razionale degli acciai da c.a. 66
Stainless steel reinforcing bars for structural seismic applications 64
Investigation on the cause of damages of an historical masonry industrial plant 63
Post-installed metal anchors behavior in cyclically cracked concrete 57
Structural failure of historic buildings: masonry fatigue tests for an interpretation model 55
Laboratory tests on unreinforced and reinforced historical masonry wall specimens in L'Aquila (Italy) 54
Post-installed anchors under seismic action 51
Seismic behavior of R.C. columns with zinc coated bars 51
Interpretazione numerica della dinamica dell’incidente aereo ai piani 26° e 27° del grattacielo Pirellli 49
Experimental research on r.c. structural walls subjected to cyclic loading 49
Some recent results of the research on steel rebars 43
Totale 9.989
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Categoria #
all - tutte 28.410
article - articoli 8.765
book - libri 225
conference - conferenze 16.459
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.961
Totale 56.820
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021461 0 0 0 0 0 0 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
2023/2024632 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
2025/20263.005 889 836 230 392 308 246 104 0 0 0 0 0
Totale 9.989