IRIS
DI LAORA, Raffaele
 Distribuzione geografica
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Continente #
EU - Europa 5.357
NA - Nord America 2.413
AS - Asia 2.017
SA - Sud America 475
AF - Africa 31
OC - Oceania 21
Continente sconosciuto - Info sul continente non disponibili 2
Totale 10.316
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Nazione #
RU - Federazione Russa 3.479
US - Stati Uniti d'America 2.385
SG - Singapore 764
IT - Italia 665
IE - Irlanda 552
HK - Hong Kong 388
BR - Brasile 381
CN - Cina 363
GB - Regno Unito 173
KR - Corea 157
VN - Vietnam 149
UA - Ucraina 120
DE - Germania 95
IN - India 57
GR - Grecia 54
FR - Francia 53
AR - Argentina 35
FI - Finlandia 29
TR - Turchia 29
NL - Olanda 26
BE - Belgio 23
AU - Australia 21
IR - Iran 21
CZ - Repubblica Ceca 20
SE - Svezia 20
EC - Ecuador 19
BD - Bangladesh 14
IQ - Iraq 14
CA - Canada 13
ES - Italia 13
AT - Austria 12
ZA - Sudafrica 12
CO - Colombia 11
JP - Giappone 11
MX - Messico 9
PL - Polonia 9
CL - Cile 8
ID - Indonesia 7
PE - Perù 7
MA - Marocco 6
PY - Paraguay 6
UZ - Uzbekistan 6
CH - Svizzera 4
DZ - Algeria 4
JO - Giordania 4
KH - Cambogia 4
VE - Venezuela 4
AE - Emirati Arabi Uniti 3
BO - Bolivia 3
HU - Ungheria 3
IL - Israele 3
LT - Lituania 3
MY - Malesia 3
RO - Romania 3
CY - Cipro 2
EG - Egitto 2
ET - Etiopia 2
KE - Kenya 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
KW - Kuwait 1
KZ - Kazakistan 1
ML - Mali 1
MM - Myanmar 1
MZ - Mozambico 1
NI - Nicaragua 1
NP - Nepal 1
PK - Pakistan 1
RS - Serbia 1
SV - El Salvador 1
TN - Tunisia 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
Totale 10.316
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Città #
Moscow 1.262
Dublin 542
Chicago 463
Santa Clara 392
Hong Kong 388
Singapore 217
Jacksonville 214
Seoul 155
Wilmington 145
Falls Church 134
Chandler 123
Princeton 76
Roxbury 75
The Dalles 71
Hefei 65
New York 60
Ho Chi Minh City 55
Ann Arbor 54
Naples 51
Ashburn 47
Rome 47
Cambridge 46
Caserta 40
Hanoi 40
Bremen 35
Aversa 33
Beijing 33
Medford 32
Milan 31
Des Moines 28
Bengaluru 24
São Paulo 23
Napoli 22
Los Angeles 20
Boardman 18
Brno 17
Brussels 17
Istanbul 15
Redwood City 15
Rio de Janeiro 15
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
Tashkent 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
Haiphong 5
Johannesburg 5
Lappeenranta 5
Manaus 5
Mannheim 5
San Nicola Manfredi 5
Sant'Anastasia 5
Sirmione 5
Woodbridge 5
Wroclaw 5
Amman 4
Bari 4
Bolzano 4
Bristol 4
Buenos Aires 4
Cape Town 4
Carlentini 4
Catania 4
Totale 5.514
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Nome #
Axial kinematic response of end-bearing piles to P waves 816
Simple Approach to Static and Seismic Design of Piled Rafts 266
Analisi del comportamento di fondazioni miste “platee su pali” 189
An exponential matrix method for the buckling analysis of underground pipelines subjected to landslide loads 171
A closed-form solution for the failure interaction diagrams of pile groups subjected to inclined eccentric load 156
Alcune considerazioni sull'importanza relativa tra effetti cinematici e inerziali per fondazioni profonde 149
Piled raft concept: a virtuous example to get more with less 146
Atti dell’Incontro Annuale dei Ricercatori di Geotecnica - IARG 2022 141
A practical method to design thermally stressed piles 135
A seismic performance-based design approach for slope stabilizing piles 134
A simplified procedure for non linear analysis of piled rafts 134
A simplified procedure for non linear analysis of piled raft 131
Interaction domains for capacity- and performance-based design of pile groups 129
Analytical Solutions for Ultimate Limit State Design of Thermal Piles 129
Analysis of energy piles under cyclic thermal loading 128
A method for designing the longitudinal spacing of slope-stabilising shafts 128
A Macro-element for Pile Groups Subjected to Vertical Eccentric Load 125
Bearing capacity of pile groups under vertical eccentric load 120
Finite element analyses of energy piles using different constitutive models 120
A simple method for N-M interaction diagrams of circular reinforced concrete cross sections 119
Pile-head kinematic bending in layered soil 117
A Novel Method for Assessing Pile Base Resistance in Sand 116
Un metodo semplificato per l’analisi non lineare del comportamento di platee su pali 114
Size limitations for piles in seismic regions 113
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 113
Some aspects of the design of pile foundations under seismic motion 112
Momenti di interazione cinematica di pali immersi in terreni stratificati 112
Some remarks about Eurocode and Italian Code about piled foundations in seismic area 110
Carico limite di gruppi di pali sotto carichi verticali ed eccentrici 110
Sulla resistenza alla base di pali trivellati in sabbia 109
The role of pile diameter on earthquake-induced bending 109
Kinematic bending moment at pile head in layered soil 109
Modelling piled foundations by the macro-element concept 107
Reduction of seismic loading on structures induced by piles in inhomogeneous soil 104
A numerical study on the filtering action of piles in the soft clay of Maliakos Gulf, Central Greece 100
A strain-hardening macro-element model for pile groups under vertical–horizontal-moment loading 97
Momento cinematico alla testa di un palo in terreno a rigidezza variabile con la profondità 97
Effects of the filtering action exerted by piles on the seismic response of RC frame buildings 97
Analytical Solutions for Lateral Bearing Capacity of Piles in Nonhomogeneous Soil 96
Piles-induced filtering effect on the Foundation Input Motion 94
Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings 94
A closed-form equation for the failure locus of pile groups subjected to generalized loading conditions 93
Some remarks on the kinematic vs. inertial interaction for piled foundations 93
Effetti della risposta locale e dell’interazione terreno struttura sulle azioni simiche di progetto di un edificio alto 93
Selection criteria for pile diameter in seismic areas 92
Importance of seismic site response and soil–structure interaction in dynamic behaviour of a tall building 92
Pile design in seismic areas: Small or large diameter? 91
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 90
Substructure Method Revisited for Analyzing the Dynamic Interaction of Structures with Embedded Massive Foundations 87
An analytical solution for the filtering effect of piles in two-layer soil 87
Criteri innovativi di progetto delle fondazioni su pali di torri eoliche 86
Effetto filtro esercitato da pali in terreni non omogenei 86
Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes 85
Design of Axially-loaded Piles: Experimental evidence from 400 field tests 84
Seismic performance of bridge piers: caisson vs pile foundations 84
The beneficial role of piles on the seismic loading of structures 84
Failure envelopes of pile groups under combined axial-moment loading: Theoretical background and experimental evidence 84
Interazione cinematica di pali immersi in sottosuoli stratificati 83
Kinematic bending of fixed-head piles in nonhomogeneous soil 82
Importance of kinematic interaction in the seismic vulnerability assessment of pile-supported buildings 82
Technical session: Analysis and design of piles 82
Rational Design of Piled Raft 81
Monotonic response of caissons for offshore wind turbines 80
Design of piles under seismic loading 80
Non-linear dynamic analysis of buildings founded on piles: Simplified modelling strategies for soil-foundation-structure interaction 80
Soluzioni analitiche approssimate per l’analisi di pali geotermici 79
Closure to "Kinematic bending of fixed-head piles in nonhomogeneous soil" by Raffaele Di Laora and Emmanouil Rovithis 79
Influenza delle caratteristiche di terreno e struttura sull' interazione in campo dinamico 79
Discussion of "kinematic framework for evaluating seismic earth pressures on retaining walls" by Scott J. Brandenberg, George Mylonakis, and Jonathan P. Stewart 78
Experimental investigation of kinematic pile bending in layered soils using dynamic centrifuge modelling 78
Aspects of seismic soil-pile-structure interaction in soft clay by centrifuge testing 78
Kinematic Soil–Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach 78
Performance-based interaction domains for pile groups 77
Insight on kinematic bending of flexible piles in layered soil 77
Effetto filtro indotto dalla presenza di pali sul moto sismico alla base di un edificio 77
Dynamic pile impedances for fixed-tip piles 76
Phase lag between kinematic and inertial interaction 76
Corrigendum to "Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes". [Soil Dynam. Earthquake Eng. 44 (2013) 183-195] 76
Importance of seismic site response and soil-structure interaction in the dynamic behaviour of a tall building founded on piles 76
Influenza dell’interazione dinamica fondazione-terreno sulla risposta inerziale di un edificio alto 75
Seismic Demand on Mid-Twentieth Century Reinforced Concrete Buildings Founded on Piles: Effect of Soil-Foundation-Structure-Interaction 75
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 75
FILTERING EFFECT FOR A PILE IN TWO-LAYER SOIL 74
The Filtering Effect of Pile Foundations in Clay 74
Seismic design of deep pier foundations in very soft clayey soils 74
Kinematic pile-head bending under large earthquake-induced shear strains 74
Ultimate lateral load of slope-stabilising piles 73
Simplified numerical analysis of pile base response 72
Foundation motion filtered by piles: Effect of soil Inhomogeneity 72
Piles-induced filtering action and its effect on the seismic response of buildings 68
Serviceability analysis of piled foundations supporting tall structures 68
Modifica del segnale sismico alla base di una struttura dovuta alla presenza dei pali 67
SHAFT RESISTANCE OF BORED PILES IN SAND 65
Seismic response of pile-supported buildings based on sfsi 65
Soil Pressures Against Slope-Stabilising Shafts: Some Aspects Deducted via Centrifuge Tests 64
Valutazione degli spostamenti sismoindotti in pendii stabilizzati con pali 63
Una soluzione analitica per la componente rotazionale dell'eccitazione sismica dovuta all'interazione cinematica pali-terreno 61
Evidenza sperimentale dell'interazione dinamica terreno-pali-struttura in argilla soffice da prove in centrifuga 60
DECK POUNDING ON THE ABUTMENT-BACKWALL SYSTEM OF BRIDGES: THE ERIES-POUNDBAC2 PROJECT 55
ON THE SSI PERIOD AND DAMPING FOR BRIDGE PIERS ON CAISSON FOUNDATIONS 53
Totale 10.368
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Categoria #
all - tutte 32.385
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 32.385
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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
2025/20264.830 146 205 362 352 484 3.281 0 0 0 0 0 0
Totale 10.534