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

CRESPI, PIETRO GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 5.064
EU - Europa 3.714
AS - Asia 977
AF - Africa 59
SA - Sud America 45
OC - Oceania 39
Continente sconosciuto - Info sul continente non disponibili 5
Totale 9.903
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Nazione #
US - Stati Uniti d'America 4.446
IT - Italia 1.357
DE - Germania 699
GB - Regno Unito 647
CA - Canada 609
SG - Singapore 270
AT - Austria 171
FI - Finlandia 167
UA - Ucraina 156
CN - Cina 149
VN - Vietnam 149
ES - Italia 140
SE - Svezia 107
IE - Irlanda 96
TR - Turchia 82
IN - India 61
JO - Giordania 52
IR - Iran 32
FR - Francia 31
BE - Belgio 27
NL - Olanda 27
JP - Giappone 26
ID - Indonesia 25
PK - Pakistan 25
AU - Australia 24
BR - Brasile 24
HK - Hong Kong 23
MY - Malesia 18
CH - Svizzera 17
CI - Costa d'Avorio 15
NZ - Nuova Zelanda 15
PT - Portogallo 15
NP - Nepal 13
PH - Filippine 13
EG - Egitto 12
KR - Corea 12
DZ - Algeria 11
GR - Grecia 10
AL - Albania 8
PE - Perù 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
AE - Emirati Arabi Uniti 3
EU - Europa 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
KZ - Kazakistan 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 9.903
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Città #
Munich 537
Chandler 525
Montréal 507
Mcallen 473
Milan 316
Fairfield 283
Woodbridge 265
Wilmington 258
Ann Arbor 220
Ashburn 200
Santa Clara 197
Singapore 195
Houston 170
Vienna 169
Boardman 142
Dearborn 131
Málaga 130
Cambridge 118
Seattle 117
Jacksonville 98
Dublin 94
Lawrence 90
Ottawa 85
Helsinki 83
Dong Ket 81
Beijing 66
Medford 65
New York 54
Redwood City 53
Amman 52
Auburn Hills 38
Princeton 34
Florence 32
Washington 29
Des Moines 27
Brussels 25
London 25
Rome 25
San Diego 23
Istanbul 22
Jakarta 22
Redmond 21
Falkenstein 17
Los Angeles 17
Norwalk 17
Cagliari 16
Lucca 16
Rescaldina 16
Abidjan 15
George Town 15
L'aquila 14
Amsterdam 13
Meda 12
Verona 12
Grafing 11
Mountain View 11
Padova 11
Treviglio 10
Zurich 10
Central 8
Naples 8
Sassari 8
Stockholm 8
Surbiton 8
The Dalles 8
Tirana 8
Ankara 7
Carbonia 7
Monopoli 7
Nanjing 7
Segrate 7
Shanghai 7
Tokyo 7
Évora 7
Alexandria 6
Berlin 6
Brescia 6
Bristol 6
Fars 6
Johannesburg 6
Lima 6
Manila 6
Perugia 6
Piedicolle 6
Sydney 6
Torino 6
Ancona 5
Auckland 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
Totale 6.584
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Nome #
BIM application in infrastructure project in the reuse of historical cities 2.302
Bovisa. Un campus per la ricerca e il lavoro. 200
BIM application for the reuse of the Modern Heritage: The Galfa Tower 147
Flexural strength-ductility assessment of unreinforced masonry cross-sections: analytical expressions 142
Seismic Loss Estimation for an Old Masonry Building in Italy 142
SEISMIC VULNERABILITY ASSESSMENT OF AN ITALIAN HISTORICAL MASONRY DRY DOCK 141
Structural analysis of stone masonry columns of the Basilica S. Maria di Collemaggio 139
Damage in glass-concrete composite panels 127
From BIM to FEM: the analysis of an historical masonry building 123
A linear complementarity approach to the time integration of dynamic elastic–plastic structural problems 107
Experimental investigation on post-installed metal anchors subjected to seismic loading in R/C members 104
Cross-lam roof diaphragm for the seismic retrofitting of historical masonry churches 103
A probabilistic method for generating spectrum compatible earthquake time histories 100
Stainless steel rebar for seismic applications 99
STRUCTURAL ANALYSIS FOR AN HISTORICAL R.C. TALL BUILDING RESTORATION 97
Analytical and experimental procedures for the realigning of the 26th floor of the Pirelli tall building after the airplane crash on april 2002 95
ON THE INFLUENCE OF SHALLOW UNDERGROUND STRUCTURES IN THE EVALUATION OF THE SEISMIC SIGNALS 94
The main pillars reconstruction of the Basilica di Collemaggio 92
Comprehensive strategy for HSC best performance in extensive applications of landmark works in Italy 90
The historic side-walls of the navigli canals in Milano: in situ and laboratory tests for the structural conservative project 89
Seismic vulnerability of bridges of some italian motorway networks 89
Wind loading on trees integrated with a building envelope 88
The new foundation system of the Basilica di Collemaggio’s transept 87
Leonardo da Vinci's channel system of Milan: preliminary tests on the side walls for the restoration design project 86
SEISMIC VULNERABILITY ASSESSMENT OF A MILITARY DRY DOCK IN MESSINA 85
Resonance of steel wind turbines: Problems and solutions 83
Estimation of wind loading on trees for a vegetated building envelope: a multi-scale experimental study 82
Stainless steel rebar for seismic applications 82
The Industrial Building Heritage : first steps for the Damages Evaluation of Innocenti-Maserati Structural Plant 80
A new bridge on the Ticino river in Italy: advanteges and problems related to the use of a new stainless steel rebar 78
The Basilica of Collemaggio in L’Aquila: seismic assessment analysis 78
Seismic response of seven existing reinforced concrete chimneys equipped with tuned mass dampers under five strong seismic events 78
Numerical approches for soil-structure interaction in a historical industrial masonry building 77
An innovative approach for the finite element modelling of masonry cracking 76
An experimental investigation of the wind forces on trees 75
Novel methodology for nondestructive evaluation of brick walls: Fuzzy logic analysis of MASW tests 75
Life cycle cost of the deck of a new bridge on the Ticino river reinforced by stainless steel rebar 74
Multimodal Pushover Analysis for R.C. Bridges 73
DISSIPATIVE CROSS LAM ROOF STRUCTURE FOR SEISMIC RESTORATION OF HISTORICAL CHURCHES 73
The airplane crash at the "Pirelli" tall building 72
Conservation and structural safety rehabilitation: a renewed approach needed 70
An in situ diagonal compression test for brick walls with displacement control on the two external layers 69
Retrofitting masonry heritage in seismic areas by preserving its structural historical identity 69
Damage assessment in the Velasca Tower of Milan: a procedural approach 68
From Materials Characterization to Innovative Design in Composite Timber Structures – The Joint Project between Milan-Italy and Christchurch-New Zealand 67
Seismic vulnerability of a dry dock in Messina, Italy 67
The use of fly ash in high strength concrete mix design 67
2D equivalent linear analysis for the seismic vulnerability evaluation of multi-propped retaining structures 66
On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads 66
An innovative tall building conception: the sphere 65
The strength and strain of high-strength concrete elements with confinement and steel fiber reinforcement including the conditions of the effect of elevated temperatures 65
A Mechanical Interpretation of Low-Cycle Fatigue in Steel Reinforcing Bars 64
An experimental investigation of the wind forces on trees 63
Episodi significativi d’intervento antisismico 63
FAILURE OF GLASS CONCRETE COMPOSITE PANELS 63
FE modeling of fracture in quasi-brittle material 63
Vulnerabilità sismica e curve di fragilità di viadotti autostradali 62
New developments of sonic tests applied to thick masonry structures 62
THE NEW FOUNDATION SYSTEM FOR THE TRANSEPT RECONSTRUCTION OF THE BASILICA DI COLLEMAGGIO 61
Evaluation of the seismic behavior of multi-propped shallow underground structures embedded in granular soils: A comparison between coupled and decoupled approaches 61
Cost-benefit analysis for the retrofit of masonry buildings through performance-based seismic assessment 61
L' evoluzione della normativa italiana ed europea degli acciai da c.a. 60
Seismic Vulnerability of R.C. Bridges Exposed to Corrosion 60
Seismic Assessment of Six Typologies of Existing RC Bridges 60
Influence of corrosion effects on the seismic capacity of existing RC bridges 58
Vulnerabilità sismica di viadotti autostradali 58
Seismic vulnerability and retrofitting of a historical masonry building 57
The advantages of fly ash use in concrete structures 57
Leonardo da Vinci's channel system of Milano: preliminary tests on the side walls for the restoration design project 54
Response of Connections between Concrete Corbels and Safety Barriers 54
SEISMIC ASSESSMENT AND RETROFITTING OF AN OLD MASONRY BARRACK 54
Bridge management technique: implementation of a deterioration model to different highway networks 53
Optimized reinforcing steel bars for seismic applications: results of an ECSC european project 52
Analisi al vento dei nuovi alti edifici di Milano 51
Cyclic behaviour of a replaceable dissipation device for damage-resisting wooden structure 50
The Trezzo sull’Adda’s Castle: restoration and reuse of the Cultural Heritage for a sustainable future use 50
Steel mesh reinforced coating characterization for masonry upgrading 49
An in situ diagonal compression test for brick walls with displacement control on the two external layers 49
Numerical approaches for cross-laminated timber roof structure optimization in seismic retrofitting of a historical masonry church 49
An in situ diagonal compression test with displacement control of the two wall sides 48
Shrinkage and temperature effects in glass-concrete composite panels 48
STRUCTURAL VIBRATION CONTROL BY TMD'S USE 48
The renovation of Santa Maria di Collemaggio Basilica: the intervention on the nave’s columns 48
High performance wooden building subjected to seismic action 48
Barre d'armatura ottimizzate per applicazioni in zona sismica: risultati di un progetto di ricerca europeo finanziato dalla ECSC 47
Structural analysis and design of reinforced concrete bridge corbels 47
Unloading and Reloading Process for the Earthquake Damage Repair of Ancient Masonry Columns: The Case of the Basilica di Collemaggio 47
On the seismic vulnerability evaluation of RC bridges exposed to corrosion 46
A non-standard numerical method for finite element modelling of tensile cracks in quasi-brittle material 46
Experimental tests of a new durable and sustainable photo-catalytic plaster for the facades of "Torre Velasca" building in Milano 45
Tensile behavior of different anchor channel connections 45
Stainless steel rebar under cyclic loadings 44
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 42
Post-installed metal anchors behavior in cyclically cracked concrete 41
IL PATRIMONIO ARCHITETTONICO DEL MODERNO:CONSERVAZIONE E DURABILITA’ PER TORRE VELASCA 41
In-situ tests, analytical and numerical studies for the assessment capacity of a historic building in l’Aquila 41
Stainless steel reinforcing bars for structural seismic applications 38
Nuovi orientamenti normativi in Italia ed in Europa per un utilizzo più razionale degli acciai da c.a. 38
Investigation on the cause of damages of an historical masonry industrial plant 38
Evaluation of the seismic behavior of historical churches reinforced by cross-lam roof-structure 37
Totale 9.384
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Categoria #
all - tutte 29.731
article - articoli 7.877
book - libri 0
conference - conferenze 19.942
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.912
Totale 59.462
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.682 0 0 0 0 214 223 242 200 204 154 258 187
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
2024/2025762 16 109 90 66 481 0 0 0 0 0 0 0
Totale 10.093