CRESPI, PIETRO GIUSEPPE
 Distribuzione geografica
Continente #
NA - Nord America 9.018
EU - Europa 7.458
AS - Asia 5.045
SA - Sud America 966
AF - Africa 237
OC - Oceania 51
Continente sconosciuto - Info sul continente non disponibili 6
Totale 22.781
Nazione #
US - Stati Uniti d'America 8.254
RU - Federazione Russa 2.179
IT - Italia 2.077
SG - Singapore 1.681
CN - Cina 1.274
BR - Brasile 791
DE - Germania 777
GB - Regno Unito 767
CA - Canada 681
VN - Vietnam 548
KR - Corea 319
FR - Francia 261
FI - Finlandia 218
JP - Giappone 207
AT - Austria 197
IN - India 177
ES - Italia 168
UA - Ucraina 161
NL - Olanda 160
HK - Hong Kong 137
TR - Turchia 128
SE - Svezia 120
IE - Irlanda 112
MA - Marocco 96
BD - Bangladesh 75
JO - Giordania 63
AR - Argentina 53
IR - Iran 53
IQ - Iraq 51
PK - Pakistan 49
MX - Messico 45
TW - Taiwan 43
ID - Indonesia 39
PL - Polonia 39
PH - Filippine 38
BE - Belgio 35
ZA - Sudafrica 33
AU - Australia 32
CI - Costa d'Avorio 31
MY - Malesia 28
CH - Svizzera 27
CO - Colombia 26
PT - Portogallo 24
EG - Egitto 23
NP - Nepal 23
PE - Perù 21
EC - Ecuador 20
GR - Grecia 19
NZ - Nuova Zelanda 18
AL - Albania 17
CL - Cile 17
HR - Croazia 17
DZ - Algeria 16
VE - Venezuela 16
SA - Arabia Saudita 15
TH - Thailandia 15
AZ - Azerbaigian 14
UZ - Uzbekistan 12
PY - Paraguay 11
RO - Romania 11
AE - Emirati Arabi Uniti 9
LT - Lituania 9
RS - Serbia 9
KE - Kenya 8
DK - Danimarca 7
JM - Giamaica 7
BO - Bolivia 6
BY - Bielorussia 6
ET - Etiopia 6
LK - Sri Lanka 6
LV - Lettonia 6
BJ - Benin 5
IL - Israele 5
KG - Kirghizistan 5
PA - Panama 5
SI - Slovenia 5
SK - Slovacchia (Repubblica Slovacca) 5
SY - Repubblica araba siriana 5
TN - Tunisia 5
TT - Trinidad e Tobago 5
UY - Uruguay 5
GT - Guatemala 4
KH - Cambogia 4
KZ - Kazakistan 4
MK - Macedonia 4
NI - Nicaragua 4
AM - Armenia 3
BG - Bulgaria 3
CR - Costa Rica 3
CZ - Repubblica Ceca 3
EU - Europa 3
LB - Libano 3
MT - Malta 3
MU - Mauritius 3
NG - Nigeria 3
QA - Qatar 3
SV - El Salvador 3
XK - ???statistics.table.value.countryCode.XK??? 3
AO - Angola 2
BA - Bosnia-Erzegovina 2
Totale 22.748
Città #
Ashburn 1.271
Singapore 970
San Jose 799
Milan 719
Munich 552
Chandler 525
Montréal 507
Mcallen 473
Hefei 305
Seoul 302
Moscow 298
Fairfield 283
Council Bluffs 267
Woodbridge 265
Wilmington 259
Santa Clara 240
The Dalles 225
Ann Arbor 220
Beijing 213
Vienna 190
Houston 182
Tokyo 182
Boardman 180
Los Angeles 158
Lauterbourg 134
Dallas 132
Dearborn 131
Málaga 131
Seattle 127
Ho Chi Minh City 121
Cambridge 118
Helsinki 116
Dublin 109
New York 105
Jacksonville 101
Hong Kong 95
Lawrence 91
Ottawa 85
North Charleston 84
Dong Ket 81
Hanoi 81
Medford 65
Buffalo 64
São Paulo 64
Amman 63
London 57
Casablanca 53
Redwood City 53
Las Vegas 51
Rome 47
Kent 46
Amsterdam 43
Florence 41
Frankfurt am Main 40
Auburn Hills 38
Istanbul 38
Chennai 37
Shanghai 37
Taipei 36
Princeton 34
Orem 33
Washington 32
Des Moines 31
Kenitra 30
Montreal 30
Abidjan 29
Brussels 29
Meda 26
Rio de Janeiro 26
Jakarta 24
Brooklyn 23
Chicago 23
Guangzhou 23
San Diego 23
Warsaw 23
Cagliari 22
Belo Horizonte 21
Da Nang 21
Redmond 21
Baghdad 19
Basingstoke 19
Naples 18
Porto Alegre 18
San Francisco 18
Zurich 18
Falkenstein 17
Norwalk 17
Stockholm 17
Brasília 16
Johannesburg 16
Lucca 16
Rescaldina 16
Turin 16
Turku 16
George Town 15
Haiphong 15
Phoenix 15
Ankara 14
L'aquila 14
Paris 14
Totale 13.168
Nome #
BIM application in infrastructure project in the reuse of historical cities 2.440
Bovisa. Un campus per la ricerca e il lavoro. 375
Conservation and structural safety rehabilitation: a renewed approach needed 285
In-situ tests, analytical and numerical studies for the assessment capacity of a historic building in l’Aquila 247
BIM application for the reuse of the Modern Heritage: The Galfa Tower 247
Flexural strength-ductility assessment of unreinforced masonry cross-sections: analytical expressions 233
A linear complementarity approach to the time integration of dynamic elastic–plastic structural problems 233
Vulnerabilità sismica e curve di fragilità di viadotti autostradali 228
Seismic Loss Estimation for an Old Masonry Building in Italy 224
Structural analysis of stone masonry columns of the Basilica S. Maria di Collemaggio 223
Cross-lam roof diaphragm for the seismic retrofitting of historical masonry churches 217
Numerical Evaluation of the Equivalent Damping Ratio Due to Dissipative Roof Structure in the Retrofit of Historical Churches 215
SEISMIC VULNERABILITY ASSESSMENT OF AN ITALIAN HISTORICAL MASONRY DRY DOCK 211
From BIM to FEM: the analysis of an historical masonry building 210
Damage in glass-concrete composite panels 207
ON THE INFLUENCE OF SHALLOW UNDERGROUND STRUCTURES IN THE EVALUATION OF THE SEISMIC SIGNALS 198
Analytical and experimental procedures for the realigning of the 26th floor of the Pirelli tall building after the airplane crash on april 2002 190
STRUCTURAL ANALYSIS FOR AN HISTORICAL R.C. TALL BUILDING RESTORATION 190
The main pillars reconstruction of the Basilica di Collemaggio 189
A non-standard numerical method for finite element modelling of tensile cracks in quasi-brittle material 185
Resonance of steel wind turbines: Problems and solutions 182
A new bridge on the Ticino river in Italy: advanteges and problems related to the use of a new stainless steel rebar 180
A probabilistic method for generating spectrum compatible earthquake time histories 179
Tuned mass dampers for improving the sustainability and resilience of seven reinforced concrete chimneys under environmental loads 178
An innovative approach for the finite element modelling of masonry cracking 175
Diagonal compression cyclic testing of unreinforced and reinforced masonry walls 170
An in situ diagonal compression test for brick walls with displacement control on the two external layers 170
Comprehensive strategy for HSC best performance in extensive applications of landmark works in Italy 170
The Basilica of Collemaggio in L’Aquila: seismic assessment analysis 169
A constitutive model for rubble masonry allowing for spread micro-cracks and localized macro-cracks 168
Experimental investigation on post-installed metal anchors subjected to seismic loading in R/C members 167
Influence of corrosion effects on the seismic capacity of existing RC bridges 165
A Mechanical Interpretation of Low-Cycle Fatigue in Steel Reinforcing Bars 165
An experimental investigation of the wind forces on trees 162
Numerical approches for soil-structure interaction in a historical industrial masonry building 159
The historic side-walls of the navigli canals in Milano: in situ and laboratory tests for the structural conservative project 158
Damage assessment in the Velasca Tower of Milan: a procedural approach 158
The new foundation system of the Basilica di Collemaggio’s transept 158
Experimental pull-out behavior of helicoidal steel bars in masonry 156
Stainless steel rebar for seismic applications 155
DISSIPATIVE CROSS LAM ROOF STRUCTURE FOR SEISMIC RESTORATION OF HISTORICAL CHURCHES 154
Stainless twisted bars for masonry structures retrofitting 153
Cost-benefit analysis for the retrofit of masonry buildings through performance-based seismic assessment 153
Analytical formulation for the design of steel reinforced plaster 150
SEISMIC VULNERABILITY ASSESSMENT OF A MILITARY DRY DOCK IN MESSINA 150
2D equivalent linear analysis for the seismic vulnerability evaluation of multi-propped retaining structures 150
Estimation of wind loading on trees for a vegetated building envelope: a multi-scale experimental study 149
Cyclic behavior of masonry walls retrofitted with post-installed twisted bars or bonded rebars 148
Wind loading on trees integrated with a building envelope 148
Barre d'armatura ottimizzate per applicazioni in zona sismica: risultati di un progetto di ricerca europeo finanziato dalla ECSC 148
The Industrial Building Heritage : first steps for the Damages Evaluation of Innocenti-Maserati Structural Plant 148
FE modeling of fracture in quasi-brittle material 147
Leonardo da Vinci's channel system of Milan: preliminary tests on the side walls for the restoration design project 145
Experimental behaviour of full-scale C-wall under out-of-plane loading 144
Life cycle cost of the deck of a new bridge on the Ticino river reinforced by stainless steel rebar 144
From Materials Characterization to Innovative Design in Composite Timber Structures – The Joint Project between Milan-Italy and Christchurch-New Zealand 144
Multimodal Pushover Analysis for R.C. Bridges 144
Seismic vulnerability and retrofitting of a historical masonry building 142
Seismic vulnerability of bridges of some italian motorway networks 142
Different methodologies for evaluating the equivalent damping ratio due to cross laminated timber roof structure in seismic restoration of an historical church 141
An experimental investigation of the wind forces on trees 140
Seismic response of seven existing reinforced concrete chimneys equipped with tuned mass dampers under five strong seismic events 140
Steel mesh reinforced coating characterization for masonry upgrading 139
The airplane crash at the "Pirelli" tall building 139
An in situ diagonal compression test for brick walls with displacement control on the two external layers 139
Retrofitting masonry heritage in seismic areas by preserving its structural historical identity 138
Design method for masonry structures retrofitted with steel reinforced plaster 136
Reliability index estimation for existing bridges 136
The Trezzo sull’Adda’s Castle: restoration and reuse of the Cultural Heritage for a sustainable future use 136
On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads 136
Evaluation of the seismic behavior of multi-propped shallow underground structures embedded in granular soils: A comparison between coupled and decoupled approaches 135
Experimental Behaviour of Fastener Strengthened Full Scale T-wall Under Out-of-Plane Loading 134
Cyclic behavior of twisted stainless-steel bar for masonry retrofitting 133
An innovative tall building conception: the sphere 133
Episodi significativi d’intervento antisismico 133
THE NEW FOUNDATION SYSTEM FOR THE TRANSEPT RECONSTRUCTION OF THE BASILICA DI COLLEMAGGIO 131
Novel methodology for nondestructive evaluation of brick walls: Fuzzy logic analysis of MASW tests 131
Cyclic behavior of C-shaped masonry wall retrofitted with twisted bars or bonded rebars 130
FAILURE OF GLASS CONCRETE COMPOSITE PANELS 130
On the seismic vulnerability evaluation of RC bridges exposed to corrosion 130
Numerical investigation on pull-out behavior of twisted steel connectors for masonry retrofitting 129
Assessment of reinforced overlay for masonry retrofitting: Lime vs cementitious plaster 129
Stainless steel rebar for seismic applications 129
Santa Maria di Collemaggio. La basilica del perdono 129
Experimental behavior of fastener strengthened full scale T-wall 128
New developments of sonic tests applied to thick masonry structures 127
Vulnerabilità sismica di viadotti autostradali 127
Seismic Vulnerability of R.C. Bridges Exposed to Corrosion 127
Prestazioni, accettazione e norme di prodotto. Il caso del calcestruzzo 126
Analisi al vento dei nuovi alti edifici di Milano 126
Evaluation of the seismic behavior of historical churches reinforced by cross-lam roof-structure 126
Reinforced plaster as masonry retrofitting: cyclic performances 125
An in situ diagonal compression test with displacement control of the two wall sides 125
Unloading and Reloading Process for the Earthquake Damage Repair of Ancient Masonry Columns: The Case of the Basilica di Collemaggio 125
Evaluation of the equivalent damping ratio of seismically retrofitted historic churches with dissipative roof structures 124
Leonardo da Vinci's channel system of Milano: preliminary tests on the side walls for the restoration design project 124
Tensile behavior of different anchor channel connections 123
Optimized reinforcing steel bars for seismic applications: results of an ECSC european project 122
The advantages of fly ash use in concrete structures 122
Fragility curves for the seismic vulnerability of a stock of Italian highway bridges 120
Totale 18.247
Categoria #
all - tutte 59.768
article - articoli 16.225
book - libri 0
conference - conferenze 39.797
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.746
Totale 119.536


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021202 0 0 0 0 0 0 0 0 0 0 0 202
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
2024/20253.109 16 109 90 66 482 146 158 270 538 238 489 507
2025/202610.578 1.758 1.701 644 913 701 503 1.356 636 772 961 421 212
Totale 23.018