CRESPI, PIETRO GIUSEPPE
 Distribuzione geografica
Continente #
NA - Nord America 10.908
EU - Europa 8.095
AS - Asia 5.130
SA - Sud America 1.006
Continente sconosciuto - Info sul continente non disponibili 255
AF - Africa 242
OC - Oceania 51
Totale 25.687
Nazione #
US - Stati Uniti d'America 10.057
IT - Italia 2.685
RU - Federazione Russa 2.179
SG - Singapore 1.695
CN - Cina 1.281
BR - Brasile 804
DE - Germania 779
GB - Regno Unito 772
CA - Canada 730
VN - Vietnam 578
KR - Corea 320
FR - Francia 263
FI - Finlandia 218
JP - Giappone 210
AT - Austria 197
IN - India 180
ES - Italia 169
NL - Olanda 163
UA - Ucraina 162
HK - Hong Kong 140
TR - Turchia 129
SE - Svezia 121
IE - Irlanda 113
MA - Marocco 96
BD - Bangladesh 89
JO - Giordania 63
AR - Argentina 56
IR - Iran 53
IQ - Iraq 51
MX - Messico 50
PK - Pakistan 49
PH - Filippine 43
TW - Taiwan 43
ID - Indonesia 41
PL - Polonia 41
BE - Belgio 35
ZA - Sudafrica 33
AU - Australia 32
CH - Svizzera 31
CI - Costa d'Avorio 31
CO - Colombia 31
MY - Malesia 28
PE - Perù 27
CL - Cile 25
PT - Portogallo 24
EC - Ecuador 23
EG - Egitto 23
NP - Nepal 23
JM - Giamaica 21
GR - Grecia 19
NZ - Nuova Zelanda 18
VE - Venezuela 18
AL - Albania 17
HR - Croazia 17
DZ - Algeria 16
TH - Thailandia 16
SA - Arabia Saudita 15
AZ - Azerbaigian 14
UZ - Uzbekistan 12
PY - Paraguay 11
RO - Romania 11
AE - Emirati Arabi Uniti 9
LT - Lituania 9
RS - Serbia 9
CR - Costa Rica 8
KE - Kenya 8
LV - Lettonia 8
BY - Bielorussia 7
DK - Danimarca 7
GT - Guatemala 7
TT - Trinidad e Tobago 7
BO - Bolivia 6
ET - Etiopia 6
LK - Sri Lanka 6
TN - Tunisia 6
BJ - Benin 5
EE - Estonia 5
IL - Israele 5
KG - Kirghizistan 5
PA - Panama 5
SI - Slovenia 5
SK - Slovacchia (Repubblica Slovacca) 5
SV - El Salvador 5
SY - Repubblica araba siriana 5
UY - Uruguay 5
BG - Bulgaria 4
HN - Honduras 4
KH - Cambogia 4
KZ - Kazakistan 4
MK - Macedonia 4
NI - Nicaragua 4
PR - Porto Rico 4
AM - Armenia 3
CZ - Repubblica Ceca 3
EU - Europa 3
LB - Libano 3
MT - Malta 3
MU - Mauritius 3
NG - Nigeria 3
QA - Qatar 3
Totale 25.396
Città #
Ashburn 1.698
San Jose 1.006
Singapore 981
Milan 964
Munich 554
Chandler 525
Montréal 507
Mcallen 473
Council Bluffs 395
Hefei 305
Seoul 302
Moscow 298
Fairfield 284
Santa Clara 268
Woodbridge 266
Wilmington 259
The Dalles 225
Ann Arbor 224
Beijing 214
Vienna 190
Houston 186
Tokyo 183
Boardman 180
Los Angeles 174
Dallas 159
Lauterbourg 134
Rome 133
Dearborn 131
Málaga 131
Ho Chi Minh City 130
Seattle 128
Cambridge 118
New York 117
Helsinki 116
Dublin 109
Jacksonville 102
Hong Kong 98
Lawrence 91
Phoenix 88
Hanoi 87
North Charleston 86
Ottawa 86
Dong Ket 81
Buffalo 68
São Paulo 66
Medford 65
Amman 63
London 58
Casablanca 53
Las Vegas 53
Redwood City 53
Florence 52
Kent 46
Amsterdam 44
Chicago 40
Frankfurt am Main 40
Auburn Hills 38
Istanbul 38
Shanghai 38
Chennai 37
Montreal 37
Taipei 36
Princeton 34
Washington 34
Brooklyn 33
Orem 33
Des Moines 31
Naples 31
Atlanta 30
Kenitra 30
San Francisco 30
Turin 30
Abidjan 29
Brussels 29
Meda 27
Rio de Janeiro 26
Cagliari 25
Jakarta 24
San Diego 24
Guangzhou 23
Warsaw 23
Frisco 22
Belo Horizonte 21
Da Nang 21
Redmond 21
Lucca 20
Baghdad 19
Basingstoke 19
Brasília 19
Miami 18
Porto Alegre 18
Stockholm 18
Verona 18
Zurich 18
Bologna 17
Falkenstein 17
Norwalk 17
Palermo 17
Denver 16
Johannesburg 16
Totale 14.609
Nome #
BIM application in infrastructure project in the reuse of historical cities 2.458
Bovisa. Un campus per la ricerca e il lavoro. 393
Conservation and structural safety rehabilitation: a renewed approach needed 341
In-situ tests, analytical and numerical studies for the assessment capacity of a historic building in l’Aquila 303
BIM application for the reuse of the Modern Heritage: The Galfa Tower 261
Vulnerabilità sismica e curve di fragilità di viadotti autostradali 257
Energy-Based Design for the Seismic Improvement of Historic Churches by Nonlinear Modelling 255
A linear complementarity approach to the time integration of dynamic elastic–plastic structural problems 254
Cross-lam roof diaphragm for the seismic retrofitting of historical masonry churches 252
Flexural strength-ductility assessment of unreinforced masonry cross-sections: analytical expressions 243
Seismic Loss Estimation for an Old Masonry Building in Italy 237
Structural analysis of stone masonry columns of the Basilica S. Maria di Collemaggio 235
From BIM to FEM: the analysis of an historical masonry building 234
The airplane crash at the "Pirelli" tall building 230
Numerical Evaluation of the Equivalent Damping Ratio Due to Dissipative Roof Structure in the Retrofit of Historical Churches 228
Damage in glass-concrete composite panels 216
SEISMIC VULNERABILITY ASSESSMENT OF AN ITALIAN HISTORICAL MASONRY DRY DOCK 215
ON THE INFLUENCE OF SHALLOW UNDERGROUND STRUCTURES IN THE EVALUATION OF THE SEISMIC SIGNALS 214
A non-standard numerical method for finite element modelling of tensile cracks in quasi-brittle material 211
The main pillars reconstruction of the Basilica di Collemaggio 208
STRUCTURAL ANALYSIS FOR AN HISTORICAL R.C. TALL BUILDING RESTORATION 207
A new bridge on the Ticino river in Italy: advanteges and problems related to the use of a new stainless steel rebar 205
Analytical and experimental procedures for the realigning of the 26th floor of the Pirelli tall building after the airplane crash on april 2002 198
Resonance of steel wind turbines: Problems and solutions 198
An experimental investigation of the wind forces on trees 190
Tuned mass dampers for improving the sustainability and resilience of seven reinforced concrete chimneys under environmental loads 189
A probabilistic method for generating spectrum compatible earthquake time histories 189
An innovative approach for the finite element modelling of masonry cracking 189
Experimental pull-out behavior of helicoidal steel bars in masonry 187
Diagonal compression cyclic testing of unreinforced and reinforced masonry walls 186
A constitutive model for rubble masonry allowing for spread micro-cracks and localized macro-cracks 186
Influence of corrosion effects on the seismic capacity of existing RC bridges 184
Experimental investigation on post-installed metal anchors subjected to seismic loading in R/C members 182
An in situ diagonal compression test for brick walls with displacement control on the two external layers 181
The Basilica of Collemaggio in L’Aquila: seismic assessment analysis 181
A Mechanical Interpretation of Low-Cycle Fatigue in Steel Reinforcing Bars 179
Comprehensive strategy for HSC best performance in extensive applications of landmark works in Italy 178
Analytical formulation for the design of steel reinforced plaster 177
Experimental behaviour of full-scale C-wall under out-of-plane loading 176
Stainless twisted bars for masonry structures retrofitting 173
Life cycle cost of the deck of a new bridge on the Ticino river reinforced by stainless steel rebar 172
Damage assessment in the Velasca Tower of Milan: a procedural approach 172
The historic side-walls of the navigli canals in Milano: in situ and laboratory tests for the structural conservative project 170
Numerical approches for soil-structure interaction in a historical industrial masonry building 169
The new foundation system of the Basilica di Collemaggio’s transept 167
Stainless steel rebar for seismic applications 166
Reliability index estimation for existing bridges 165
DISSIPATIVE CROSS LAM ROOF STRUCTURE FOR SEISMIC RESTORATION OF HISTORICAL CHURCHES 165
Cyclic behavior of masonry walls retrofitted with post-installed twisted bars or bonded rebars 164
The Trezzo sull’Adda’s Castle: restoration and reuse of the Cultural Heritage for a sustainable future use 163
2D equivalent linear analysis for the seismic vulnerability evaluation of multi-propped retaining structures 163
The Industrial Building Heritage : first steps for the Damages Evaluation of Innocenti-Maserati Structural Plant 161
Estimation of wind loading on trees for a vegetated building envelope: a multi-scale experimental study 160
Cost-benefit analysis for the retrofit of masonry buildings through performance-based seismic assessment 160
Different methodologies for evaluating the equivalent damping ratio due to cross laminated timber roof structure in seismic restoration of an historical church 158
SEISMIC VULNERABILITY ASSESSMENT OF A MILITARY DRY DOCK IN MESSINA 158
THE NEW FOUNDATION SYSTEM FOR THE TRANSEPT RECONSTRUCTION OF THE BASILICA DI COLLEMAGGIO 158
Seismic response of seven existing reinforced concrete chimneys equipped with tuned mass dampers under five strong seismic events 158
Analisi al vento dei nuovi alti edifici di Milano 157
From Materials Characterization to Innovative Design in Composite Timber Structures – The Joint Project between Milan-Italy and Christchurch-New Zealand 156
Barre d'armatura ottimizzate per applicazioni in zona sismica: risultati di un progetto di ricerca europeo finanziato dalla ECSC 156
Steel mesh reinforced coating characterization for masonry upgrading 155
Wind loading on trees integrated with a building envelope 155
Design method for masonry structures retrofitted with steel reinforced plaster 154
Experimental Behaviour of Fastener Strengthened Full Scale T-wall Under Out-of-Plane Loading 154
Assessment of reinforced overlay for masonry retrofitting: Lime vs cementitious plaster 154
Cyclic behavior of twisted stainless-steel bar for masonry retrofitting 154
An experimental investigation of the wind forces on trees 154
FE modeling of fracture in quasi-brittle material 153
Evaluation of the seismic behavior of multi-propped shallow underground structures embedded in granular soils: A comparison between coupled and decoupled approaches 153
Seismic vulnerability and retrofitting of a historical masonry building 152
Evaluation of the equivalent damping ratio of seismically retrofitted historic churches with dissipative roof structures 151
Multimodal Pushover Analysis for R.C. Bridges 151
Leonardo da Vinci's channel system of Milan: preliminary tests on the side walls for the restoration design project 150
Leonardo da Vinci's channel system of Milano: preliminary tests on the side walls for the restoration design project 148
Episodi significativi d’intervento antisismico 148
On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads 148
Seismic vulnerability of bridges of some italian motorway networks 147
Optimized reinforcing steel bars for seismic applications: results of an ECSC european project 146
An in situ diagonal compression test for brick walls with displacement control on the two external layers 146
Retrofitting masonry heritage in seismic areas by preserving its structural historical identity 146
Fragility curves for the seismic vulnerability of a stock of Italian highway bridges 144
Stainless steel rebar for seismic applications 144
Cyclic behavior of C-shaped masonry wall retrofitted with twisted bars or bonded rebars 142
Santa Maria di Collemaggio. La basilica del perdono 142
Reinforced plaster as masonry retrofitting: cyclic performances 141
An in situ diagonal compression test with displacement control of the two wall sides 141
Seismic Vulnerability of R.C. Bridges Exposed to Corrosion 141
Experimental behavior of fastener strengthened full scale T-wall 140
New developments of sonic tests applied to thick masonry structures 140
Numerical investigation on pull-out behavior of twisted steel connectors for masonry retrofitting 138
An innovative tall building conception: the sphere 138
FAILURE OF GLASS CONCRETE COMPOSITE PANELS 138
On the seismic vulnerability evaluation of RC bridges exposed to corrosion 138
Tensile behavior of different anchor channel connections 138
Vulnerabilità sismica di viadotti autostradali 137
The advantages of fly ash use in concrete structures 137
Shrinkage and temperature effects in glass-concrete composite panels 136
The influence of the geometrical features on the seismic response of historical churches reinforced by different cross lam roof-solutions 135
Novel methodology for nondestructive evaluation of brick walls: Fuzzy logic analysis of MASW tests 135
Totale 20.062
Categoria #
all - tutte 66.583
article - articoli 18.305
book - libri 0
conference - conferenze 44.180
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 4.098
Totale 133.166


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022656 0 0 0 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
2025/202611.136 1.758 1.701 644 913 701 503 1.356 636 772 961 421 770
2026/20272.111 411 523 1.113 64 0 0 0 0 0 0 0 0
Totale 25.687