POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Fiore, Alessandra
 Distribuzione geografica
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Continente #
NA - Nord America 4.069
EU - Europa 2.918
AS - Asia 2.652
SA - Sud America 574
AF - Africa 35
Continente sconosciuto - Info sul continente non disponibili 13
OC - Oceania 8
Totale 10.269
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Nazione #
US - Stati Uniti d'America 3.992
CN - Cina 894
SG - Singapore 708
BR - Brasile 484
IE - Irlanda 454
IT - Italia 399
UA - Ucraina 367
RU - Federazione Russa 305
HK - Hong Kong 286
PL - Polonia 279
SE - Svezia 265
DE - Germania 229
VN - Vietnam 184
KR - Corea 173
BG - Bulgaria 167
FI - Finlandia 142
TR - Turchia 135
GB - Regno Unito 112
JP - Giappone 111
NL - Olanda 64
FR - Francia 58
CA - Canada 44
AR - Argentina 35
MY - Malesia 33
IN - India 27
MX - Messico 21
ZA - Sudafrica 21
ID - Indonesia 17
IR - Iran 16
EC - Ecuador 15
ES - Italia 15
BE - Belgio 14
AT - Austria 11
BD - Bangladesh 11
EU - Europa 11
IQ - Iraq 11
CO - Colombia 10
PY - Paraguay 9
RO - Romania 9
VE - Venezuela 8
AU - Australia 6
PK - Pakistan 6
AE - Emirati Arabi Uniti 5
CH - Svizzera 5
CZ - Repubblica Ceca 5
IL - Israele 5
KZ - Kazakistan 5
PE - Perù 5
EG - Egitto 4
SA - Arabia Saudita 4
UZ - Uzbekistan 4
AL - Albania 3
AZ - Azerbaigian 3
CL - Cile 3
HU - Ungheria 3
LT - Lituania 3
PA - Panama 3
UY - Uruguay 3
AM - Armenia 2
BW - Botswana 2
HN - Honduras 2
JM - Giamaica 2
KG - Kirghizistan 2
MA - Marocco 2
MU - Mauritius 2
NP - Nepal 2
NZ - Nuova Zelanda 2
PT - Portogallo 2
RS - Serbia 2
TT - Trinidad e Tobago 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BB - Barbados 1
BF - Burkina Faso 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BO - Bolivia 1
CR - Costa Rica 1
CY - Cipro 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
FK - Isole Falkland (Malvinas) 1
GR - Grecia 1
KE - Kenya 1
KW - Kuwait 1
LA - Repubblica Popolare Democratica del Laos 1
LK - Sri Lanka 1
LV - Lettonia 1
NO - Norvegia 1
OM - Oman 1
PH - Filippine 1
SN - Senegal 1
TN - Tunisia 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 10.269
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Città #
Dallas 798
Jacksonville 475
Dublin 454
Chandler 438
Singapore 393
Hong Kong 285
Warsaw 279
Ann Arbor 197
Hefei 179
Seoul 173
Sofia 167
Nanjing 165
Ashburn 148
Moscow 124
New York 123
Boardman 122
Malden 120
Izmir 119
Santa Clara 108
Tokyo 103
The Dalles 90
Helsinki 85
Bremen 80
Bari 78
Lawrence 78
Ho Chi Minh City 75
Wilmington 75
San Mateo 58
Ogden 55
Beijing 51
Los Angeles 49
Nanchang 48
São Paulo 43
Hanoi 42
Houston 42
Woodbridge 41
Brooklyn 39
Council Bluffs 39
Kent 39
Napoli 39
Brielle 37
Shenyang 35
Dearborn 29
Jiaxing 28
Kunming 25
Hebei 24
Rio de Janeiro 24
Munich 22
Denver 21
Hangzhou 21
Seattle 21
Tianjin 21
Columbus 20
Guangzhou 20
Matera 20
Milan 19
Amsterdam 18
Rome 17
Changsha 16
Fulshear 16
Brussels 14
Johannesburg 13
Falls Church 12
Ottawa 12
Stockholm 12
Toronto 12
Redmond 11
Redwood City 11
San Francisco 11
Shanghai 11
Ankara 10
Atlanta 10
Brasília 10
Falkenstein 10
Manchester 10
Verona 10
Vienna 10
Chennai 9
London 9
Miami 9
Molfetta 9
Noicattaro 9
Poplar 9
Turku 9
Zhengzhou 9
Campinas 8
Chicago 8
Curitiba 8
Dong Ket 8
Mexico City 8
Mira 8
Norwalk 8
Porto Alegre 8
Barletta 7
Boston 7
Des Moines 7
Jinan 7
Lanzhou 7
Montreal 7
Mountain View 7
Totale 6.944
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Nome #
An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process 212
Dynamic identification and evaluation of the seismic safety of a masonry bell tower in the south of Italy 201
Earthquake-induced pounding between the main buildings of the “Quinto Orazio Flacco” school 193
Parametric identification of nonlinear devices for seismic protection using soft computing techniques 189
A method to evaluate the frequencies of free transversal vibrations in self-anchored cable-stayed bridges 182
Assessment of the seismic vulnerability of a masonry bell tower by non-destructive experimental techniques 173
Alcune linee di ricerca nel campo della progettazione strutturale 170
Taglio, Torsione e Punzonamento nelle strutture in calcestruzzo armato 167
Definizione e valutazione di efficacia di interventi di recupero antisismico in edifice storici 166
Alongwind equivalent static force on cable-stayed bridges 162
A simplified algorithm for evaluating the Seismic Return Period of Structural Capacity 160
Viscoelastic behaviour of non-homogeneous variable-section beams with post-poned restraints 159
Adeguamento sismico di strutture intelaiate in c.a. progettate con le vecchie Norme Tecniche 159
Earthquake-Induced lateral-torsional pounding between three adjacent structures 157
Series solution of beams with variable cross-section 157
Bridge monitoring by fiber optic deformation sensors: A case study 156
IDA vs Pushover. Valutazione della necessità d’interventi di recupero antisismico negli edifici esistenti in c.a. 156
Complesso commerciale IKEA di Bari: aspetti progettuali e analisi delle prestazioni sismiche 155
Analisi della vulnerabilità sismica del Liceo “Quinto Orazio Flacco 154
Earthquake-induced lateral-torsional pounding between two equal height multi-storey buildings under multiple bi-directional ground motions 151
Analisi strutturale 151
Analisi non lineare di torri in muratura soggette ad azioni sismiche 149
On the definition of seismic recovery interventions in r.c. buildings by non-linear static and incremental dynamic analyses 148
Alongwind load effects for cable-stayed bridges 148
Quali-quantitative evaluation for the definition of antiseismic recovery interventions in historical buildings 147
Effetti e carico del vento sui ponti di grande luce nella direzione del flusso incidente 146
Damage-Based Inelastic Seismic Spectra 143
Precast system with high mechanical, thermal, hygrometrical and acoustic performances for bearing and not-bearing walls 143
POD-based representation of the alongwind equivalent static force for long-span bridges 142
Effetti del martellamento latero-torsionale sulla risposta sismica dell’edificio scolastico “Quinto Orazio Flacco” 142
Investigation of traffic-induced vibrations on a historic swing bridge in Italy 142
To compute or not to compute? 141
Finding correlations between engineering demand parameters and intensity measures through evolutionary polynomial regression 136
Effects of Excitation Bandwidth on Damping Reduction Factor 136
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 135
Seismic performance of spherical liquid storage tanks: a case study 133
Seismic behavior of a low-rise horizontal cylindrical tank 127
Nonstationary First Threshold Crossing Reliability for Linear System Excited by Modulated Gaussian Process 127
Proper Orthogonal Decomposition for simulating the alongwind Equivalent Static Force of long-span bridges 123
Normalized domination selection criteria for differential evolution algorithms in constrained optimization for seismic engineering 121
Valutazione con la POD della risposta in direzione trasversale di ponti strallati auto-ancorati soggetti all’azione del vento 118
Seismic vulnerability of the “Quinto Orazio Flacco” school 117
Influence of soil type on damping reduction factor: A stochastic analysis based on peak theory 117
Il martellamento sismico latero-torsionale tra due edifici adiacenti multi-piano irregolari in pianta 116
Algorithm-aided structural-optimization strategies for the design of variable cross-section beams 115
Optimal design criteria for form-finding of double-curved surfaces 115
Influenza dei tamponamenti sul comportamento di edifici intelaiati in c.a. soggetti a carichi orizzontali 112
A preliminary study on a variable section beam through Algorithm-Aided Design: A way to connect architectural shape and structural optimization 110
Free transversal vibrations in self anchored cable-stayed bridges with a curtain suspension 110
Integration Algorithm for Covariance Nonstationary Dynamic Analysis of SDOF Systems using Equivalent Stochastic Linearization 109
Non-Linear Finite Element Analysis of Masonry Towers by Adopting the Damage Plasticity Constitutive Model 109
On the prediction of shear brittle collapse mechanisms due to the infill-frame interaction in RC buildings under pushover analysis 108
Optimum design of prestressed concrete beams using constrained differential evolution algorithm 108
Preliminary experimental study on the effects of surface-applied photocatalytic products on the durability of reinforced concrete 107
Experimental study of photocatalitic concrete products for durability of reinforced concrete 107
Failure Limit Conditions of Prestressed Composite Sections 107
Combining NDTs with digital photogrammetry survey and ambient vibration de-tection for diagnosis of pathologies in historic architectures toward conservative and compatible measures 105
Theoretical prediction of the dynamic behavior of rolling-ball rubber-layer isolation systems 104
Performance–cost optimization of tuned mass damper under low‐moderate seismic actions 103
Evolutionary Polynomial Regression-Based Statistical Determination of the Shear Capacity Equation for Reinforced Concrete Beams without Stirrups 102
Structural optimization of hollow-section steel trusses by differential evolution algorithm 99
Seismic vulnerability assessment of historical centers at urban scale 99
The influence of masonry infill on the seismic behaviour of RC frame buildings 96
On the fresh/hardened properties of cement composites incorporating rubber particles from recycled tires 96
Some structural design issues on a timber bridge for pedestrians 96
Predicting torsional strength of RC beams by using Evolutionary Polynomial Regression 95
Effect of pounding on the seismic response of two adjacent asymmetric buildings under single uni-directional ground motion 93
Monitoring of traffic induced vibrations on concrete bridges: A case study 87
Seismic response prediction of reinforced concrete buildings through nonlinear combinations of intensity measures 87
Volume optimization of end-clamped arches 84
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 82
Serviceability Performance Analysis of Concrete Box Girder Bridges Under Traffic-Induced Vibrations by Structural Health Monitoring: A Case Study 78
Prediction of the mechanical performance of compressed circular CFST columns with circumferential debonding gap 77
Machine Learning-based Seismic Fragility Curves for RC Bridge Piers 76
Influence of non-linear behavior on seismic response parameters 75
The Role of Modulation Function in Nonstationary Stochastic Earthquake Model 74
Evolutionary Polynomial Regression as an alternative way to predict the torsional strength of reinforced concrete beams 63
Some shape, durability and structural strategies at the conceptual design stage to improve the service life of a timber bridge for pedestrians 62
Optimum Design of Planar Steel Trusses by a Differential Evolutionary Approach 62
Structural optimization of elastic circular arches and design criteria 61
Multi-objective Optimization of Fluid Viscous Dampers in Wall-frame Systems 61
Evolutionary Polynomial Regression Algorithm Enhanced with a Robust Formulation: Application to Shear Strength Prediction of RC Beams without Stirrups 56
Seismic safety evaluation of historical centres 52
Influence of Structural Damping Uncertainty on Damping Reduction Factor 51
Optimal Design of Elastic Circular Plane Arches 51
Performative Structural Design Optimization: Generative Algorithm for a Preliminary Study of a Voided Beam 49
Prediction of ultimate load capacities of CFST columns with debonding by EPR 46
Optimal design of tuned mass dampers by performance-cost analysis 41
Evolutionary modeling to evaluate the shear behavior of circular reinforced concrete columns 39
Influence of Structural Damping Uncertainty on Damping Reduction Factor 19
Totale 10.465
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Categoria #
all - tutte 43.125
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 43.125
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021552 0 0 0 0 0 106 30 100 111 105 13 87
2021/20221.029 34 18 7 153 114 12 28 54 73 185 87 264
2022/20231.383 134 79 56 109 156 88 10 69 534 72 41 35
2023/2024772 47 20 19 26 219 177 10 20 81 6 1 146
2024/20251.709 71 31 189 8 110 42 118 113 239 177 406 205
2025/20262.792 165 771 550 858 363 85 0 0 0 0 0 0
Totale 10.465