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

FRANCHI, ALBERTO
 Distribuzione geografica
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Continente #
NA - Nord America 4.740
EU - Europa 3.939
AS - Asia 2.413
SA - Sud America 473
AF - Africa 139
OC - Oceania 26
Continente sconosciuto - Info sul continente non disponibili 2
Totale 11.732
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Nazione #
US - Stati Uniti d'America 4.615
IT - Italia 1.248
RU - Federazione Russa 1.129
SG - Singapore 851
CN - Cina 576
BR - Brasile 375
VN - Vietnam 268
DE - Germania 205
UA - Ucraina 202
GB - Regno Unito 200
FI - Finlandia 155
FR - Francia 148
SE - Svezia 140
AT - Austria 119
ES - Italia 119
KR - Corea 119
CA - Canada 97
JP - Giappone 89
HK - Hong Kong 88
MA - Marocco 77
IN - India 70
TR - Turchia 67
NL - Olanda 66
IE - Irlanda 65
JO - Giordania 37
BD - Bangladesh 33
AR - Argentina 31
IR - Iran 30
BE - Belgio 28
TW - Taiwan 26
PL - Polonia 25
IQ - Iraq 21
PK - Pakistan 21
ID - Indonesia 19
PE - Perù 19
PH - Filippine 19
CO - Colombia 17
ZA - Sudafrica 17
AU - Australia 16
MX - Messico 16
MY - Malesia 14
PT - Portogallo 14
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
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
JM - Giamaica 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
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
HU - Ungheria 1
KG - Kirghizistan 1
Totale 11.720
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Città #
Ashburn 563
Singapore 515
Milan 449
San Jose 426
Chandler 339
Ann Arbor 252
Fairfield 237
Woodbridge 205
Wilmington 184
Moscow 160
Houston 158
The Dalles 130
Council Bluffs 124
Vienna 115
Beijing 114
Jacksonville 114
Seattle 109
Seoul 109
Santa Clara 108
Cambridge 100
Hefei 98
Boardman 85
Los Angeles 85
Helsinki 81
Dearborn 79
Málaga 79
Dallas 72
Lauterbourg 69
Tokyo 68
Lawrence 65
Ottawa 65
Ho Chi Minh City 62
Dublin 61
Hong Kong 59
Dong Ket 58
North Charleston 51
Kenitra 43
Medford 42
Redwood City 38
Amman 37
Rome 36
Hanoi 35
Buffalo 32
London 32
Florence 31
Washington 29
Casablanca 27
Grafing 27
New York 27
São Paulo 27
Frankfurt am Main 26
Princeton 25
Brussels 24
San Diego 24
Auburn Hills 20
Istanbul 20
Orem 19
Taipei 18
Des Moines 17
Lucca 16
Las Vegas 15
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
Paris 11
Kent 10
Kuala Lumpur 10
Stockholm 10
Turin 10
Denver 9
Guangzhou 9
Miami 9
Orta di Atella 9
San Francisco 9
Shanghai 9
Zhengzhou 9
Çankaya 9
Ankara 8
Auckland 8
Chicago 8
Erbil 8
Liverpool 8
Montreal 8
Mumbai 8
Nanjing 8
Porto Alegre 8
Segrate 8
Tianjin 8
Totale 6.737
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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) 901
Bovisa. Un campus per la ricerca e il lavoro. 370
Flexural strength-ductility assessment of unreinforced masonry cross-sections: analytical expressions 230
Conservation and structural safety rehabilitation: a renewed approach needed 229
A linear complementarity approach to the time integration of dynamic elastic–plastic structural problems 226
Open issues for the conservation of land-mark modern architecture: the case study of Torre Velasca 224
Behavior of reinforced concrete walls with welded wire mesh subjected to cyclic loading 218
Structural analysis of stone masonry columns of the Basilica S. Maria di Collemaggio 218
Cross-lam roof diaphragm for the seismic retrofitting of historical masonry churches 215
From BIM to FEM: the analysis of an historical masonry building 203
In-situ tests, analytical and numerical studies for the assessment capacity of a historic building in l’Aquila 193
Analytical and experimental procedures for the realigning of the 26th floor of the Pirelli tall building after the airplane crash on april 2002 187
A non-standard numerical method for finite element modelling of tensile cracks in quasi-brittle material 178
A new bridge on the Ticino river in Italy: advanteges and problems related to the use of a new stainless steel rebar 175
The main pillars reconstruction of the Basilica di Collemaggio 175
Il risanamento strutturale del Grattacielo Pirelli 170
An innovative approach for the finite element modelling of masonry cracking 170
A Numerical Scheme for Integrating the Rate Plasticity Equations with an a Priori Error Control 168
An in situ diagonal compression test for brick walls with displacement control on the two external layers 168
Welded tempcore reinforcement behaviour for seismic applications 166
Experimental investigation on post-installed metal anchors subjected to seismic loading in R/C members 165
A constitutive model for rubble masonry allowing for spread micro-cracks and localized macro-cracks 164
The Basilica of Collemaggio in L’Aquila: seismic assessment analysis 164
A Mechanical Interpretation of Low-Cycle Fatigue in Steel Reinforcing Bars 163
A proposed methodology to evaluate the safety level of vaulted structures in seismic area 161
Computer Analysis of Elastic-Plastic Structures 161
A Computer System for the Elastic-Plastic Analysis of Large-Scale Structures 159
The historic side-walls of the navigli canals in Milano: in situ and laboratory tests for the structural conservative project 158
An experimental investigation of the wind forces on trees 158
Materiali innovativi e grandi opere 156
Adaptive remeshing in limit analysis by finite elements 155
Stainless steel rebar for seismic applications 154
Cost-benefit analysis for the retrofit of masonry buildings through performance-based seismic assessment 151
SEISMIC VULNERABILITY ASSESSMENT OF A MILITARY DRY DOCK IN MESSINA 150
Barre d'armatura ottimizzate per applicazioni in zona sismica: risultati di un progetto di ricerca europeo finanziato dalla ECSC 146
The Industrial Building Heritage : first steps for the Damages Evaluation of Innocenti-Maserati Structural Plant 146
Wind loading on trees integrated with a building envelope 145
Life cycle cost of the deck of a new bridge on the Ticino river reinforced by stainless steel rebar 143
Estimation of wind loading on trees for a vegetated building envelope: a multi-scale experimental study 143
FE modeling of fracture in quasi-brittle material 143
Multimodal Pushover Analysis for R.C. Bridges 139
Minimum principles and initial stress method in elastic-plastic analysis 137
On the determination of bifurcation and limit points 137
Retrofitting masonry heritage in seismic areas by preserving its structural historical identity 136
The airplane crash at the "Pirelli" tall building 135
An in situ diagonal compression test for brick walls with displacement control on the two external layers 135
An experimental investigation of the wind forces on trees 135
THE NEW FOUNDATION SYSTEM FOR THE TRANSEPT RECONSTRUCTION OF THE BASILICA DI COLLEMAGGIO 129
Stainless steel rebar for seismic applications 129
Condizioni analitiche per l'individuazione di punti critici e punti limite nel problema elastoplastico incrementale discreto 128
Santa Maria di Collemaggio. La basilica del perdono 127
Unloading and Reloading Process for the Earthquake Damage Repair of Ancient Masonry Columns: The Case of the Basilica di Collemaggio 124
Experimental Evaluation of Photocatalytic Cement-Based Materials: durability and photo-activity 123
An in situ diagonal compression test with displacement control of the two wall sides 120
Numerical analysis of old masonry buildings: a debating issue 118
The strength and strain of high-strength concrete elements with confinement and steel fiber reinforcement including the conditions of the effect of elevated temperatures 115
Procedura sperimentale-numerico della fase di riallineamento delle travi deel'impalcato del 26° piano del grattacielo Pirelli a Milano 113
Experimental tests of a new durable and sustainable photo-catalytic plaster for the facades of "Torre Velasca" building in Milano 105
Sistemi intelaiati in acciaio, collegamenti flangiati trave-colonna 104
Optimized reinforcing steel bars for seismic applications: results of an ECSC european project 100
Stainless steel rebar under cyclic loadings 99
Seismic vulnerability of a dry dock in Messina, Italy 99
Material and geometric instabilities in the rate elsatic-plastic finite deformation problem 97
L' evoluzione della normativa italiana ed europea degli acciai da c.a. 96
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 94
Residual stresses in multi-pass cold drawn high-strength steel wires 85
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 83
Stainless steel reinforcing bars for structural seismic applications 77
Nuovi orientamenti normativi in Italia ed in Europa per un utilizzo più razionale degli acciai da c.a. 76
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 metal anchors behavior in cyclically cracked concrete 68
Post-installed anchors under seismic action 67
Laboratory tests on unreinforced and reinforced historical masonry wall specimens in L'Aquila (Italy) 66
Structural failure of historic buildings: masonry fatigue tests for an interpretation model 65
Experimental research on r.c. structural walls subjected to cyclic loading 64
Interpretazione numerica della dinamica dell’incidente aereo ai piani 26° e 27° del grattacielo Pirellli 61
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 9
Totale 11.830
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Categoria #
all - tutte 31.235
article - articoli 9.533
book - libri 251
conference - conferenze 18.194
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.257
Totale 62.470
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021278 0 0 0 0 0 0 0 0 0 101 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
2025/20264.846 889 836 230 392 308 246 690 301 462 492 0 0
Totale 11.830