IRIS
DI LAORA, Raffaele
 Distribuzione geografica
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Continente #
EU - Europa 2.849
NA - Nord America 2.405
AS - Asia 1.956
SA - Sud America 470
AF - Africa 27
OC - Oceania 21
Continente sconosciuto - Info sul continente non disponibili 2
Totale 7.730
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Nazione #
US - Stati Uniti d'America 2.378
RU - Federazione Russa 978
SG - Singapore 745
IT - Italia 659
IE - Irlanda 552
HK - Hong Kong 387
BR - Brasile 376
CN - Cina 361
GB - Regno Unito 173
KR - Corea 157
VN - Vietnam 120
UA - Ucraina 119
DE - Germania 95
IN - India 56
GR - Grecia 54
FR - Francia 53
AR - Argentina 35
FI - Finlandia 29
TR - Turchia 28
NL - Olanda 26
BE - Belgio 23
AU - Australia 21
IR - Iran 21
CZ - Repubblica Ceca 20
SE - Svezia 20
EC - Ecuador 19
CA - Canada 13
ES - Italia 13
AT - Austria 12
BD - Bangladesh 12
IQ - Iraq 12
ZA - Sudafrica 12
CO - Colombia 11
JP - Giappone 11
PL - Polonia 9
CL - Cile 8
MX - Messico 8
ID - Indonesia 7
PE - Perù 7
PY - Paraguay 6
CH - Svizzera 4
DZ - Algeria 4
KH - Cambogia 4
MA - Marocco 4
UZ - Uzbekistan 4
VE - Venezuela 4
AE - Emirati Arabi Uniti 3
BO - Bolivia 3
HU - Ungheria 3
IL - Israele 3
JO - Giordania 3
LT - Lituania 3
MY - Malesia 3
RO - Romania 3
CY - Cipro 2
EG - Egitto 2
ET - Etiopia 2
LB - Libano 2
PH - Filippine 2
QA - Qatar 2
SA - Arabia Saudita 2
TW - Taiwan 2
XK - ???statistics.table.value.countryCode.XK??? 2
AM - Armenia 1
AZ - Azerbaigian 1
CR - Costa Rica 1
GE - Georgia 1
HN - Honduras 1
JM - Giamaica 1
KE - Kenya 1
KW - Kuwait 1
KZ - Kazakistan 1
MM - Myanmar 1
MZ - Mozambico 1
NI - Nicaragua 1
PK - Pakistan 1
RS - Serbia 1
SV - El Salvador 1
TN - Tunisia 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
Totale 7.730
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Città #
Dublin 542
Chicago 463
Santa Clara 392
Hong Kong 387
Moscow 291
Jacksonville 214
Singapore 198
Seoul 155
Wilmington 145
Falls Church 134
Chandler 123
Princeton 76
Roxbury 75
The Dalles 71
Hefei 65
New York 60
Ann Arbor 54
Naples 51
Rome 47
Cambridge 46
Ho Chi Minh City 44
Ashburn 41
Caserta 40
Hanoi 36
Bremen 35
Aversa 33
Beijing 33
Medford 32
Milan 30
Des Moines 28
Bengaluru 24
Napoli 22
São Paulo 22
Los Angeles 20
Boardman 18
Brno 17
Brussels 17
Istanbul 15
Redwood City 15
Rio de Janeiro 14
Frankfurt am Main 12
Adelaide 11
Dallas 11
Porto Alegre 11
Munich 10
Bath 9
Bologna 9
Jinan 9
London 9
Nuremberg 9
Vienna 9
Mountain View 8
Palermo 8
Adelfia 7
Ariano Irpino 7
Prato 7
Afragola 6
Baghdad 6
Brasília 6
Brooklyn 6
Bussolengo 6
Marsciano 6
Mumbai 6
Pisa 6
Ribeirão Preto 6
San Francisco 6
Santa Croce sull'Arno 6
São José 6
Toronto 6
Torre Del Greco 6
Zhengzhou 6
Arezzo 5
Athens 5
Bruges 5
Cicciano 5
Curitiba 5
Falkenstein 5
Fisciano 5
Florence 5
Formosa 5
Guayaquil 5
Johannesburg 5
Lappeenranta 5
Manaus 5
Mannheim 5
San Nicola Manfredi 5
Sant'Anastasia 5
Sirmione 5
Woodbridge 5
Wroclaw 5
Bari 4
Bolzano 4
Bristol 4
Buenos Aires 4
Cape Town 4
Carlentini 4
Catania 4
Caxias do Sul 4
Cesena 4
Dhaka 4
Totale 4.496
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Nome #
Axial kinematic response of end-bearing piles to P waves 787
Simple Approach to Static and Seismic Design of Piled Rafts 234
Analisi del comportamento di fondazioni miste “platee su pali” 156
An exponential matrix method for the buckling analysis of underground pipelines subjected to landslide loads 132
A closed-form solution for the failure interaction diagrams of pile groups subjected to inclined eccentric load 117
Piled raft concept: a virtuous example to get more with less 112
Alcune considerazioni sull'importanza relativa tra effetti cinematici e inerziali per fondazioni profonde 110
Atti dell’Incontro Annuale dei Ricercatori di Geotecnica - IARG 2022 103
Bearing capacity of pile groups under vertical eccentric load 101
A seismic performance-based design approach for slope stabilizing piles 101
A practical method to design thermally stressed piles 98
Interaction domains for capacity- and performance-based design of pile groups 97
A method for designing the longitudinal spacing of slope-stabilising shafts 97
A simplified procedure for non linear analysis of piled rafts 96
Un metodo semplificato per l’analisi non lineare del comportamento di platee su pali 95
Analytical Solutions for Ultimate Limit State Design of Thermal Piles 94
Carico limite di gruppi di pali sotto carichi verticali ed eccentrici 93
Analysis of energy piles under cyclic thermal loading 91
A Macro-element for Pile Groups Subjected to Vertical Eccentric Load 91
Momenti di interazione cinematica di pali immersi in terreni stratificati 91
Some aspects of the design of pile foundations under seismic motion 89
A simplified procedure for non linear analysis of piled raft 89
Some remarks about Eurocode and Italian Code about piled foundations in seismic area 87
Pile-head kinematic bending in layered soil 86
Kinematic bending moment at pile head in layered soil 86
Reduction of seismic loading on structures induced by piles in inhomogeneous soil 86
Size limitations for piles in seismic regions 85
The role of pile diameter on earthquake-induced bending 84
A simple method for N-M interaction diagrams of circular reinforced concrete cross sections 82
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 81
A Novel Method for Assessing Pile Base Resistance in Sand 80
Sulla resistenza alla base di pali trivellati in sabbia 80
Finite element analyses of energy piles using different constitutive models 80
Momento cinematico alla testa di un palo in terreno a rigidezza variabile con la profondità 77
Effects of the filtering action exerted by piles on the seismic response of RC frame buildings 77
Modelling piled foundations by the macro-element concept 75
Some remarks on the kinematic vs. inertial interaction for piled foundations 72
Piles-induced filtering effect on the Foundation Input Motion 72
Importance of seismic site response and soil–structure interaction in dynamic behaviour of a tall building 72
Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings 72
Pile design in seismic areas: Small or large diameter? 72
Effetti della risposta locale e dell’interazione terreno struttura sulle azioni simiche di progetto di un edificio alto 71
A numerical study on the filtering action of piles in the soft clay of Maliakos Gulf, Central Greece 71
Substructure Method Revisited for Analyzing the Dynamic Interaction of Structures with Embedded Massive Foundations 69
Selection criteria for pile diameter in seismic areas 68
Criteri innovativi di progetto delle fondazioni su pali di torri eoliche 67
Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes 66
Failure envelopes of pile groups under combined axial-moment loading: Theoretical background and experimental evidence 66
Effetto filtro esercitato da pali in terreni non omogenei 65
Interazione cinematica di pali immersi in sottosuoli stratificati 65
Design of Axially-loaded Piles: Experimental evidence from 400 field tests 65
Seismic performance of bridge piers: caisson vs pile foundations 64
Insight on kinematic bending of flexible piles in layered soil 63
Rational Design of Piled Raft 63
Technical session: Analysis and design of piles 63
Analytical Solutions for Lateral Bearing Capacity of Piles in Nonhomogeneous Soil 62
A strain-hardening macro-element model for pile groups under vertical–horizontal-moment loading 61
Kinematic bending of fixed-head piles in nonhomogeneous soil 60
The beneficial role of piles on the seismic loading of structures 60
Aspects of seismic soil-pile-structure interaction in soft clay by centrifuge testing 60
Importance of kinematic interaction in the seismic vulnerability assessment of pile-supported buildings 59
Kinematic Soil–Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach 59
Design of piles under seismic loading 58
Closure to "Kinematic bending of fixed-head piles in nonhomogeneous soil" by Raffaele Di Laora and Emmanouil Rovithis 58
Influenza delle caratteristiche di terreno e struttura sull' interazione in campo dinamico 58
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 57
Foundation motion filtered by piles: Effect of soil Inhomogeneity 57
Experimental investigation of kinematic pile bending in layered soils using dynamic centrifuge modelling 57
Discussion of "kinematic framework for evaluating seismic earth pressures on retaining walls" by Scott J. Brandenberg, George Mylonakis, and Jonathan P. Stewart 56
Dynamic pile impedances for fixed-tip piles 56
Effetto filtro indotto dalla presenza di pali sul moto sismico alla base di un edificio 56
A closed-form equation for the failure locus of pile groups subjected to generalized loading conditions 55
Soluzioni analitiche approssimate per l’analisi di pali geotermici 55
Influenza dell’interazione dinamica fondazione-terreno sulla risposta inerziale di un edificio alto 55
Seismic Demand on Mid-Twentieth Century Reinforced Concrete Buildings Founded on Piles: Effect of Soil-Foundation-Structure-Interaction 55
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 55
Kinematic pile-head bending under large earthquake-induced shear strains 55
Monotonic response of caissons for offshore wind turbines 54
The Filtering Effect of Pile Foundations in Clay 54
Phase lag between kinematic and inertial interaction 53
Corrigendum to "Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes". [Soil Dynam. Earthquake Eng. 44 (2013) 183-195] 53
Ultimate lateral load of slope-stabilising piles 52
An analytical solution for the filtering effect of piles in two-layer soil 52
Seismic design of deep pier foundations in very soft clayey soils 51
Piles-induced filtering action and its effect on the seismic response of buildings 50
Non-linear dynamic analysis of buildings founded on piles: Simplified modelling strategies for soil-foundation-structure interaction 50
Modifica del segnale sismico alla base di una struttura dovuta alla presenza dei pali 49
Performance-based interaction domains for pile groups 48
Serviceability analysis of piled foundations supporting tall structures 48
Valutazione degli spostamenti sismoindotti in pendii stabilizzati con pali 46
Soil Pressures Against Slope-Stabilising Shafts: Some Aspects Deducted via Centrifuge Tests 46
Importance of seismic site response and soil-structure interaction in the dynamic behaviour of a tall building founded on piles 46
Seismic response of pile-supported buildings based on sfsi 45
FILTERING EFFECT FOR A PILE IN TWO-LAYER SOIL 44
Simplified numerical analysis of pile base response 43
Una soluzione analitica per la componente rotazionale dell'eccitazione sismica dovuta all'interazione cinematica pali-terreno 43
ON THE SSI PERIOD AND DAMPING FOR BRIDGE PIERS ON CAISSON FOUNDATIONS 39
Evidenza sperimentale dell'interazione dinamica terreno-pali-struttura in argilla soffice da prove in centrifuga 39
SHAFT RESISTANCE OF BORED PILES IN SAND 37
DECK POUNDING ON THE ABUTMENT-BACKWALL SYSTEM OF BRIDGES: THE ERIES-POUNDBAC2 PROJECT 34
Totale 7.846
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Categoria #
all - tutte 28.885
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 28.885
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021194 0 0 0 0 0 4 58 21 27 26 47 11
2021/2022801 26 44 37 72 170 8 24 27 51 34 90 218
2022/20231.234 148 82 309 32 75 41 21 30 452 13 15 16
2023/2024614 42 15 22 15 168 80 30 13 10 12 43 164
2024/20251.941 18 112 34 74 282 235 205 86 210 385 157 143
2025/20262.244 146 205 362 352 484 695 0 0 0 0 0 0
Totale 7.948