UniSa - IRIS Institutional Research Information System

Pisapia, Alessandro
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
AS - Asia 7.073
NA - Nord America 1.168
EU - Europa 749
SA - Sud America 152
Continente sconosciuto - Info sul continente non disponibili 94
AF - Africa 27
OC - Oceania 6
Totale 9.269
Salva come PNG Salva come JPEG
Nazione #
HK - Hong Kong 6.343
US - Stati Uniti d'America 1.124
IT - Italia 446
SG - Singapore 360
CN - Cina 132
BR - Brasile 104
RU - Federazione Russa 102
VN - Vietnam 72
FR - Francia 44
GB - Regno Unito 29
IN - India 28
DE - Germania 26
IE - Irlanda 25
KR - Corea 21
BD - Bangladesh 20
CA - Canada 20
AR - Argentina 18
IQ - Iraq 16
MX - Messico 12
SE - Svezia 12
TR - Turchia 12
UA - Ucraina 12
NL - Olanda 11
JP - Giappone 9
FI - Finlandia 7
ID - Indonesia 7
PH - Filippine 7
PK - Pakistan 7
PL - Polonia 7
PT - Portogallo 7
VE - Venezuela 7
SA - Arabia Saudita 6
UZ - Uzbekistan 6
AU - Australia 5
CL - Cile 5
IR - Iran 5
MA - Marocco 5
ZA - Sudafrica 5
AT - Austria 4
CH - Svizzera 4
CO - Colombia 4
IL - Israele 4
MY - Malesia 4
PE - Perù 4
DZ - Algeria 3
EC - Ecuador 3
ES - Italia 3
JM - Giamaica 3
UY - Uruguay 3
BE - Belgio 2
BO - Bolivia 2
DO - Repubblica Dominicana 2
EG - Egitto 2
KE - Kenya 2
NI - Nicaragua 2
PY - Paraguay 2
SN - Senegal 2
TH - Thailandia 2
TN - Tunisia 2
TT - Trinidad e Tobago 2
AE - Emirati Arabi Uniti 1
AL - Albania 1
AM - Armenia 1
AO - Angola 1
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
BW - Botswana 1
BY - Bielorussia 1
CR - Costa Rica 1
CY - Cipro 1
DK - Danimarca 1
ET - Etiopia 1
EU - Europa 1
GH - Ghana 1
GR - Grecia 1
HN - Honduras 1
HR - Croazia 1
JO - Giordania 1
KG - Kirghizistan 1
KW - Kuwait 1
KZ - Kazakistan 1
LY - Libia 1
MM - Myanmar 1
NP - Nepal 1
NZ - Nuova Zelanda 1
OM - Oman 1
PS - Palestinian Territory 1
RO - Romania 1
RS - Serbia 1
SC - Seychelles 1
SV - El Salvador 1
Totale 9.176
Salva come PNG Salva come JPEG
Città #
Hong Kong 6.340
Singapore 184
San Jose 165
Milan 143
Ashburn 89
Council Bluffs 85
Chandler 77
Princeton 65
Dallas 61
Ann Arbor 60
The Dalles 52
Rome 48
Lauterbourg 37
Beijing 36
Moscow 35
Naples 27
Santa Clara 27
Dublin 24
Ho Chi Minh City 20
Los Angeles 20
Jacksonville 19
Hanoi 17
Salerno 15
New York 14
Phoenix 11
Andover 10
Brooklyn 10
Figino 10
Memphis 10
Turin 10
Montreal 9
Nuremberg 9
Tokyo 9
Wilmington 8
Woodbridge 8
Baghdad 7
Bisaccia 7
Fontanarosa 7
Frankfurt am Main 7
London 7
Nanjing 7
Warsaw 7
Bari 6
Chennai 6
Fisciano 6
Houston 6
Izmir 6
Orem 6
San Felice A Cancello 6
Tashkent 6
Da Nang 5
Frattamaggiore 5
Manchester 5
Munich 5
Sarno 5
Seattle 5
São Paulo 5
Charlotte 4
Columbus 4
Fairfield 4
Guangzhou 4
Haiphong 4
Karachi 4
Mexico City 4
New Delhi 4
Orta di Atella 4
Pagani 4
Poplar 4
Pune 4
Seoul 4
Stockholm 4
Toronto 4
Zurich 4
Amsterdam 3
Ankara 3
Basingstoke 3
Basra 3
Bologna 3
Caserta 3
Changsha 3
Chicago 3
Dhaka 3
Helsinki 3
Jaipur 3
Kingston 3
Lappeenranta 3
Lima 3
Montescaglioso 3
Mumbai 3
Norwalk 3
Paris 3
Pellezzano 3
Pisa 3
Rio de Janeiro 3
San Francisco 3
Santiago 3
Shanghai 3
Sydney 3
Assago 2
Aveiro 2
Totale 8.039
Salva come PNG Salva come JPEG
Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.242
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 872
Definition of an empirical relation to estimate the overstrength factor of dissipative zones for global mechanism collapsing structures 720
Interactive Plastic Local Buckling of Box-shaped Aluminium Members under Uniform Compression 633
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 631
Design Procedure for Eccentrically Braced Steel Frames 592
Seismic design approach for steel K-shaped eccentrically braced frames 551
Interactive local instability of aluminium angles 483
Experimental tests on SHS aluminium beams under non-uniform bending 256
FEM calibration for aluminium I-beams under moment gradient 228
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 216
Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations 193
Local buckling of aluminium channels under uniform compression: Theoretical analysis and experimental tests 171
Probabilistic approach for local hierarchy criteria of EB-frames 155
Probabilistic theory of plastic mechanism control 154
Experimental campaign on structural aluminium alloys under monotonic and cyclic loading 152
Evaluation of Overstrength Factor of Short Links in the Eccentrically Braced Frames (EBFs) 116
Teoria del Controllo del Meccanismo Plastico per Telai con Link Dissipativi 109
CRITICAL ANALYSIS ON SHORT LINK OVER-STRENGTH OF STEEL ECCENTRICALLY BRACED FRAMES 101
Extension of Effective Thickness Method (ETM) for Prediction the Ultimate Behaviour of Aluminium Members 97
Probabilistic Theory of Plastic Mechanism Control for Steel Moment Resisting Frames 97
Experimental tests on the aluminium alloys under monotonic and cyclic loading 96
STOCHASTIC APPROACH FOR THEORY OF PLASTIC MECHANISM CONTROL 95
Probabilistic theory of plastic mechanism control: Design and seismic assessment 95
THEORETICAL PROCEDURE TO PREDICT THE LOCAL BUCKLING RESISTANCE OF ALUMINIUM MEMBERS IN ELASTIC-PLASTIC RANGE 90
Aluminium Square Hollow Sections Under Cyclic Loading 89
Stochastic theory of plastic mechanism control: Parametric analysis 89
Numerical application of effective thickness approach to box aluminium sections 87
Application and Validation of a Simplified Approach to Evaluate the Seismic Performances of Steel MR-Frames 83
First exploring the cyclic behaviour of aluminium beams under non-uniform bending: Experimental and FE analysis 81
Analisi Sperimentale di Travi in Alluminio Soggette a Flessione non Uniforme 80
Design Procedure for Dissipative Replaceable Link Frames 79
Inelastic Behaviour of H-shaped Aluminium Beams Under Gradient Moment 77
Design procedure for failure mode control of linked column frames 72
PROBABILISTIC ANALYSIS OF THE MR-FRAMES EQUIPPED WITH FREEDAM DAMPERS 71
The Influence of the Material Properties on the Ultimate Behaviour of Aluminium H-shaped Beams 70
Empirical Formulas to Predict the Ultimate Behaviour of I-shaped Aluminium Members 61
The influence of the steel grade on the probabilistic theory of plastic mechanism control for steel moment resisting frames 58
Seismic Assessment and Structural Retrofitting of the Day-Hospital Building “G. Pascale Foundation” 43
Local buckling of aluminium members in the elastic-plastic range 40
Experimental study and finite element damage modelling of concrete-filled structural elements under pure bending 11
Influence of the axial behaviour of braces in the scissor-toggle configurations 8
EXPERIMENTAL ANALYSIS AND FINITE ELEMENT DAMAGE MODELING OF CONCRETE-FILLED STRUCTURAL TUBES SUBJECTED TO PURE BENDING 8
STOCHASTIC ANALYSIS OF STEEL STRUCTURES EQUIPPED WITH FREEDAM DAMPERS WITH DIFFERENT COATING MATERIAL 7
FE calibration of SHS aluminium beams subjected to incremental cyclic actions 7
Seismic Retrofitting of a 7-storey Hospital Building 3
Totale 9.269
Salva come PNG Salva come JPEG
Categoria #
all - tutte 20.129
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 20.129
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022118 0 0 0 2 7 1 0 3 10 13 35 47
2022/2023195 18 2 16 7 30 39 0 23 42 1 11 6
2023/2024193 13 31 12 17 10 13 7 15 8 4 15 48
2024/2025503 9 14 10 24 12 67 96 29 57 36 68 81
2025/20267.886 1.846 2.727 1.875 121 219 83 293 61 102 235 62 262
2026/2027159 70 88 1 0 0 0 0 0 0 0 0 0
Totale 9.269