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

CRESPI, PIETRO GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 4.717
EU - Europa 3.667
AS - Asia 822
AF - Africa 59
SA - Sud America 45
OC - Oceania 38
Continente sconosciuto - Info sul continente non disponibili 5
Totale 9.353
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Nazione #
US - Stati Uniti d'America 4.100
IT - Italia 1.340
DE - Germania 680
GB - Regno Unito 647
CA - Canada 608
AT - Austria 171
SG - Singapore 170
FI - Finlandia 167
UA - Ucraina 156
VN - Vietnam 149
ES - Italia 140
CN - Cina 138
SE - Svezia 107
IE - Irlanda 94
TR - Turchia 80
IN - India 56
JO - Giordania 50
IR - Iran 32
FR - Francia 30
BE - Belgio 27
JP - Giappone 26
PK - Pakistan 25
AU - Australia 24
BR - Brasile 24
HK - Hong Kong 21
NL - Olanda 19
MY - Malesia 18
CH - Svizzera 17
CI - Costa d'Avorio 15
PT - Portogallo 15
NZ - Nuova Zelanda 14
NP - Nepal 13
EG - Egitto 12
DZ - Algeria 11
GR - Grecia 10
KR - Corea 10
AL - Albania 8
PE - Perù 8
PH - Filippine 8
RU - Federazione Russa 8
ZA - Sudafrica 8
CO - Colombia 7
MX - Messico 7
BJ - Benin 5
DK - Danimarca 5
RO - Romania 5
TW - Taiwan 5
IQ - Iraq 4
RS - Serbia 4
EU - Europa 3
ID - Indonesia 3
MU - Mauritius 3
NG - Nigeria 3
PL - Polonia 3
SI - Slovenia 3
BY - Bielorussia 2
CL - Cile 2
EC - Ecuador 2
HR - Croazia 2
KG - Kirghizistan 2
KH - Cambogia 2
LV - Lettonia 2
UZ - Uzbekistan 2
XK - ???statistics.table.value.countryCode.XK??? 2
AM - Armenia 1
AR - Argentina 1
BD - Bangladesh 1
BH - Bahrain 1
BO - Bolivia 1
CY - Cipro 1
CZ - Repubblica Ceca 1
HN - Honduras 1
IS - Islanda 1
LB - Libano 1
LK - Sri Lanka 1
LU - Lussemburgo 1
MA - Marocco 1
ME - Montenegro 1
MZ - Mozambico 1
NO - Norvegia 1
PA - Panama 1
PS - Palestinian Territory 1
SA - Arabia Saudita 1
Totale 9.353
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Città #
Munich 537
Chandler 525
Montréal 507
Mcallen 473
Milan 313
Fairfield 283
Woodbridge 265
Wilmington 258
Ann Arbor 220
Ashburn 189
Houston 170
Vienna 169
Dearborn 131
Málaga 130
Cambridge 118
Seattle 117
Singapore 103
Jacksonville 98
Dublin 92
Lawrence 90
Ottawa 85
Helsinki 83
Dong Ket 81
Beijing 66
Medford 65
New York 54
Redwood City 53
Amman 50
Auburn Hills 38
Princeton 34
Florence 32
Washington 29
Des Moines 27
Brussels 25
Rome 25
London 24
San Diego 23
Redmond 21
Istanbul 20
Norwalk 17
Los Angeles 16
Lucca 16
Rescaldina 16
Abidjan 15
George Town 15
L'aquila 14
Cagliari 13
Meda 12
Verona 12
Grafing 11
Mountain View 11
Padova 11
Boardman 10
Treviglio 10
Zurich 10
Central 8
Naples 8
Sassari 8
Stockholm 8
Surbiton 8
Tirana 8
Amsterdam 7
Ankara 7
Carbonia 7
Monopoli 7
Segrate 7
Tokyo 7
Évora 7
Alexandria 6
Berlin 6
Brescia 6
Bristol 6
Fars 6
Johannesburg 6
Lima 6
Nanjing 6
Perugia 6
Piedicolle 6
Shanghai 6
Sydney 6
Torino 6
Ancona 5
Baton Rouge 5
Bologna 5
Campinas 5
Cotonou 5
Dallas 5
Delhi 5
Dresden 5
Falls Church 5
Foggia 5
Hefei 5
Islamabad 5
Isparta 5
Izmir 5
Ladispoli 5
Lappeenranta 5
Lecce 5
Masate 5
Mumbai 5
Totale 6.102
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Nome #
BIM application in infrastructure project in the reuse of historical cities 2.297
Bovisa. Un campus per la ricerca e il lavoro. 191
BIM application for the reuse of the Modern Heritage: The Galfa Tower 141
Flexural strength-ductility assessment of unreinforced masonry cross-sections: analytical expressions 137
SEISMIC VULNERABILITY ASSESSMENT OF AN ITALIAN HISTORICAL MASONRY DRY DOCK 136
Structural analysis of stone masonry columns of the Basilica S. Maria di Collemaggio 134
Seismic Loss Estimation for an Old Masonry Building in Italy 132
Damage in glass-concrete composite panels 121
From BIM to FEM: the analysis of an historical masonry building 117
A linear complementarity approach to the time integration of dynamic elastic–plastic structural problems 104
Experimental investigation on post-installed metal anchors subjected to seismic loading in R/C members 102
Stainless steel rebar for seismic applications 97
A probabilistic method for generating spectrum compatible earthquake time histories 96
Cross-lam roof diaphragm for the seismic retrofitting of historical masonry churches 93
Analytical and experimental procedures for the realigning of the 26th floor of the Pirelli tall building after the airplane crash on april 2002 90
STRUCTURAL ANALYSIS FOR AN HISTORICAL R.C. TALL BUILDING RESTORATION 90
ON THE INFLUENCE OF SHALLOW UNDERGROUND STRUCTURES IN THE EVALUATION OF THE SEISMIC SIGNALS 90
The main pillars reconstruction of the Basilica di Collemaggio 86
Wind loading on trees integrated with a building envelope 85
Comprehensive strategy for HSC best performance in extensive applications of landmark works in Italy 85
Leonardo da Vinci's channel system of Milan: preliminary tests on the side walls for the restoration design project 84
The new foundation system of the Basilica di Collemaggio’s transept 84
The historic side-walls of the navigli canals in Milano: in situ and laboratory tests for the structural conservative project 83
Seismic vulnerability of bridges of some italian motorway networks 83
SEISMIC VULNERABILITY ASSESSMENT OF A MILITARY DRY DOCK IN MESSINA 80
Stainless steel rebar for seismic applications 79
Estimation of wind loading on trees for a vegetated building envelope: a multi-scale experimental study 77
Resonance of steel wind turbines: Problems and solutions 77
A new bridge on the Ticino river in Italy: advanteges and problems related to the use of a new stainless steel rebar 74
The Industrial Building Heritage : first steps for the Damages Evaluation of Innocenti-Maserati Structural Plant 74
Novel methodology for nondestructive evaluation of brick walls: Fuzzy logic analysis of MASW tests 74
The Basilica of Collemaggio in L’Aquila: seismic assessment analysis 72
Seismic response of seven existing reinforced concrete chimneys equipped with tuned mass dampers under five strong seismic events 72
Numerical approches for soil-structure interaction in a historical industrial masonry building 71
An experimental investigation of the wind forces on trees 70
An innovative approach for the finite element modelling of masonry cracking 70
Life cycle cost of the deck of a new bridge on the Ticino river reinforced by stainless steel rebar 69
The airplane crash at the "Pirelli" tall building 69
Multimodal Pushover Analysis for R.C. Bridges 69
Conservation and structural safety rehabilitation: a renewed approach needed 66
DISSIPATIVE CROSS LAM ROOF STRUCTURE FOR SEISMIC RESTORATION OF HISTORICAL CHURCHES 66
An in situ diagonal compression test for brick walls with displacement control on the two external layers 65
Retrofitting masonry heritage in seismic areas by preserving its structural historical identity 65
Damage assessment in the Velasca Tower of Milan: a procedural approach 64
The use of fly ash in high strength concrete mix design 64
From Materials Characterization to Innovative Design in Composite Timber Structures – The Joint Project between Milan-Italy and Christchurch-New Zealand 63
The strength and strain of high-strength concrete elements with confinement and steel fiber reinforcement including the conditions of the effect of elevated temperatures 63
Seismic vulnerability of a dry dock in Messina, Italy 62
On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads 62
2D equivalent linear analysis for the seismic vulnerability evaluation of multi-propped retaining structures 61
FE modeling of fracture in quasi-brittle material 61
A Mechanical Interpretation of Low-Cycle Fatigue in Steel Reinforcing Bars 60
An innovative tall building conception: the sphere 60
L' evoluzione della normativa italiana ed europea degli acciai da c.a. 59
New developments of sonic tests applied to thick masonry structures 59
An experimental investigation of the wind forces on trees 59
FAILURE OF GLASS CONCRETE COMPOSITE PANELS 59
Episodi significativi d’intervento antisismico 58
Seismic Vulnerability of R.C. Bridges Exposed to Corrosion 56
THE NEW FOUNDATION SYSTEM FOR THE TRANSEPT RECONSTRUCTION OF THE BASILICA DI COLLEMAGGIO 56
Evaluation of the seismic behavior of multi-propped shallow underground structures embedded in granular soils: A comparison between coupled and decoupled approaches 56
Cost-benefit analysis for the retrofit of masonry buildings through performance-based seismic assessment 56
Vulnerabilità sismica di viadotti autostradali 55
Seismic Assessment of Six Typologies of Existing RC Bridges 55
Vulnerabilità sismica e curve di fragilità di viadotti autostradali 53
Influence of corrosion effects on the seismic capacity of existing RC bridges 53
Seismic vulnerability and retrofitting of a historical masonry building 53
The advantages of fly ash use in concrete structures 53
Bridge management technique: implementation of a deterioration model to different highway networks 52
Response of Connections between Concrete Corbels and Safety Barriers 52
Optimized reinforcing steel bars for seismic applications: results of an ECSC european project 50
Leonardo da Vinci's channel system of Milano: preliminary tests on the side walls for the restoration design project 49
Cyclic behaviour of a replaceable dissipation device for damage-resisting wooden structure 47
Analisi al vento dei nuovi alti edifici di Milano 47
SEISMIC ASSESSMENT AND RETROFITTING OF AN OLD MASONRY BARRACK 47
Steel mesh reinforced coating characterization for masonry upgrading 46
The Trezzo sull’Adda’s Castle: restoration and reuse of the Cultural Heritage for a sustainable future use 46
High performance wooden building subjected to seismic action 46
An in situ diagonal compression test for brick walls with displacement control on the two external layers 45
Numerical approaches for cross-laminated timber roof structure optimization in seismic retrofitting of a historical masonry church 45
An in situ diagonal compression test with displacement control of the two wall sides 44
The renovation of Santa Maria di Collemaggio Basilica: the intervention on the nave’s columns 44
Unloading and Reloading Process for the Earthquake Damage Repair of Ancient Masonry Columns: The Case of the Basilica di Collemaggio 44
Shrinkage and temperature effects in glass-concrete composite panels 43
STRUCTURAL VIBRATION CONTROL BY TMD'S USE 43
A non-standard numerical method for finite element modelling of tensile cracks in quasi-brittle material 43
Tensile behavior of different anchor channel connections 43
On the seismic vulnerability evaluation of RC bridges exposed to corrosion 42
Experimental tests of a new durable and sustainable photo-catalytic plaster for the facades of "Torre Velasca" building in Milano 42
Structural analysis and design of reinforced concrete bridge corbels 42
Stainless steel rebar under cyclic loadings 41
Barre d'armatura ottimizzate per applicazioni in zona sismica: risultati di un progetto di ricerca europeo finanziato dalla ECSC 41
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 40
Post-installed metal anchors behavior in cyclically cracked concrete 40
IL PATRIMONIO ARCHITETTONICO DEL MODERNO:CONSERVAZIONE E DURABILITA’ PER TORRE VELASCA 39
In-situ tests, analytical and numerical studies for the assessment capacity of a historic building in l’Aquila 37
Stainless steel reinforcing bars for structural seismic applications 36
Nuovi orientamenti normativi in Italia ed in Europa per un utilizzo più razionale degli acciai da c.a. 35
Investigation on the cause of damages of an historical masonry industrial plant 35
Prospettive della nuova normativa europea sugli acciai da c.a. e la ricerca in corso 34
Totale 8.957
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Categoria #
all - tutte 27.185
article - articoli 7.204
book - libri 0
conference - conferenze 18.247
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.734
Totale 54.370
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.978 0 0 137 159 214 223 242 200 204 154 258 187
2020/20211.257 135 82 132 89 167 73 89 61 77 85 65 202
2021/2022890 51 140 43 52 96 70 42 55 48 66 80 147
2022/20231.658 146 105 88 153 172 180 21 112 270 165 131 115
2023/2024897 71 160 33 61 59 88 56 44 38 107 38 142
2024/2025209 16 109 84 0 0 0 0 0 0 0 0 0
Totale 9.540