IRIS
DI LAORA, Raffaele
 Distribuzione geografica
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Continente #
EU - Europa 5.685
NA - Nord America 2.863
AS - Asia 2.455
SA - Sud America 493
AF - Africa 38
OC - Oceania 21
Continente sconosciuto - Info sul continente non disponibili 2
Totale 11.557
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Nazione #
RU - Federazione Russa 3.556
US - Stati Uniti d'America 2.816
SG - Singapore 964
IT - Italia 866
IE - Irlanda 552
CN - Cina 453
HK - Hong Kong 411
BR - Brasile 385
VN - Vietnam 212
GB - Regno Unito 180
KR - Corea 156
UA - Ucraina 120
DE - Germania 99
IN - India 71
FR - Francia 63
GR - Grecia 56
NL - Olanda 40
AR - Argentina 36
TR - Turchia 32
FI - Finlandia 29
BD - Bangladesh 28
CA - Canada 25
BE - Belgio 24
AU - Australia 21
EC - Ecuador 21
IR - Iran 21
SE - Svezia 21
CZ - Repubblica Ceca 20
IQ - Iraq 20
JP - Giappone 15
ES - Italia 14
ZA - Sudafrica 14
AE - Emirati Arabi Uniti 13
AT - Austria 13
CO - Colombia 13
CL - Cile 12
PL - Polonia 12
ID - Indonesia 11
MX - Messico 11
PE - Perù 9
MA - Marocco 7
PY - Paraguay 7
CH - Svizzera 6
DZ - Algeria 5
JO - Giordania 5
MY - Malesia 5
SA - Arabia Saudita 5
UZ - Uzbekistan 5
VE - Venezuela 5
BO - Bolivia 4
JM - Giamaica 4
KH - Cambogia 4
RO - Romania 4
EG - Egitto 3
HU - Ungheria 3
IL - Israele 3
KE - Kenya 3
LT - Lituania 3
PH - Filippine 3
AZ - Azerbaigian 2
CR - Costa Rica 2
CY - Cipro 2
ET - Etiopia 2
LB - Libano 2
PK - Pakistan 2
QA - Qatar 2
TW - Taiwan 2
XK - ???statistics.table.value.countryCode.XK??? 2
AM - Armenia 1
BY - Bielorussia 1
GE - Georgia 1
GT - Guatemala 1
HN - Honduras 1
KW - Kuwait 1
KZ - Kazakistan 1
ML - Mali 1
MM - Myanmar 1
MZ - Mozambico 1
NI - Nicaragua 1
NO - Norvegia 1
NP - Nepal 1
RS - Serbia 1
SI - Slovenia 1
SN - Senegal 1
SV - El Salvador 1
TN - Tunisia 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
Totale 11.557
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Città #
Moscow 1.328
Dublin 542
Chicago 467
Hong Kong 407
Santa Clara 399
Singapore 366
Jacksonville 214
San Jose 202
Seoul 154
Wilmington 145
Falls Church 134
Chandler 123
Ashburn 120
Princeton 76
Naples 75
Roxbury 75
Ho Chi Minh City 73
The Dalles 70
New York 66
Hefei 65
Rome 65
Milan 59
Hanoi 55
Ann Arbor 54
Cambridge 46
Beijing 41
Caserta 40
Bremen 35
Aversa 34
Medford 32
Des Moines 28
Los Angeles 26
Bengaluru 24
São Paulo 24
Napoli 22
Dallas 19
Boardman 18
Brno 17
Brussels 17
Council Bluffs 16
Istanbul 16
Redwood City 15
Frankfurt am Main 14
London 14
Rio de Janeiro 14
Adelaide 11
Da Nang 11
Pescara 11
Porto Alegre 11
Chennai 10
Florence 10
Munich 10
San Francisco 10
Vienna 10
Abu Dhabi 9
Bath 9
Bologna 9
Jinan 9
Nuremberg 9
Palermo 9
Baghdad 8
Mountain View 8
Orem 8
Toronto 8
Adelfia 7
Ariano Irpino 7
Brooklyn 7
Haiphong 7
Johannesburg 7
Montreal 7
Mumbai 7
Pisa 7
Prato 7
Zhengzhou 7
Afragola 6
Bolzano 6
Brasília 6
Bussolengo 6
Giugliano in Campania 6
Marsciano 6
Ribeirão Preto 6
Santa Croce sull'Arno 6
São José 6
Thái Bình 6
Tokyo 6
Torre Del Greco 6
Amman 5
Arezzo 5
Athens 5
Azzano Decimo 5
Bruges 5
Buenos Aires 5
Cicciano 5
Curitiba 5
Dhaka 5
Falkenstein 5
Fisciano 5
Formosa 5
Guangzhou 5
Guayaquil 5
Totale 6.238
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Nome #
Axial kinematic response of end-bearing piles to P waves 831
Simple Approach to Static and Seismic Design of Piled Rafts 293
Analisi del comportamento di fondazioni miste “platee su pali” 200
An exponential matrix method for the buckling analysis of underground pipelines subjected to landslide loads 184
Alcune considerazioni sull'importanza relativa tra effetti cinematici e inerziali per fondazioni profonde 180
A closed-form solution for the failure interaction diagrams of pile groups subjected to inclined eccentric load 172
Bearing capacity of pile groups under vertical eccentric load 158
Atti dell’Incontro Annuale dei Ricercatori di Geotecnica - IARG 2022 155
Piled raft concept: a virtuous example to get more with less 154
A practical method to design thermally stressed piles 154
A Novel Method for Assessing Pile Base Resistance in Sand 150
A simplified procedure for non linear analysis of piled raft 148
Interaction domains for capacity- and performance-based design of pile groups 147
A simplified procedure for non linear analysis of piled rafts 147
A Macro-element for Pile Groups Subjected to Vertical Eccentric Load 143
Analysis of energy piles under cyclic thermal loading 140
A seismic performance-based design approach for slope stabilizing piles 140
Analytical Solutions for Ultimate Limit State Design of Thermal Piles 140
Finite element analyses of energy piles using different constitutive models 139
A method for designing the longitudinal spacing of slope-stabilising shafts 132
A simple method for N-M interaction diagrams of circular reinforced concrete cross sections 131
Pile-head kinematic bending in layered soil 130
Un metodo semplificato per l’analisi non lineare del comportamento di platee su pali 127
Momenti di interazione cinematica di pali immersi in terreni stratificati 124
Some aspects of the design of pile foundations under seismic motion 123
Size limitations for piles in seismic regions 123
Kinematic bending moment at pile head in layered soil 122
Analytical Solutions for Lateral Bearing Capacity of Piles in Nonhomogeneous Soil 121
Some remarks about Eurocode and Italian Code about piled foundations in seismic area 119
Sulla resistenza alla base di pali trivellati in sabbia 118
The role of pile diameter on earthquake-induced bending 118
Carico limite di gruppi di pali sotto carichi verticali ed eccentrici 118
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 117
Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings 114
A strain-hardening macro-element model for pile groups under vertical–horizontal-moment loading 113
Modelling piled foundations by the macro-element concept 113
A closed-form equation for the failure locus of pile groups subjected to generalized loading conditions 112
Reduction of seismic loading on structures induced by piles in inhomogeneous soil 110
A numerical study on the filtering action of piles in the soft clay of Maliakos Gulf, Central Greece 105
Pile design in seismic areas: Small or large diameter? 102
Momento cinematico alla testa di un palo in terreno a rigidezza variabile con la profondità 101
Effects of the filtering action exerted by piles on the seismic response of RC frame buildings 101
Selection criteria for pile diameter in seismic areas 99
Some remarks on the kinematic vs. inertial interaction for piled foundations 98
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 97
Piles-induced filtering effect on the Foundation Input Motion 97
An analytical solution for the filtering effect of piles in two-layer soil 97
Effetti della risposta locale e dell’interazione terreno struttura sulle azioni simiche di progetto di un edificio alto 96
Performance-based interaction domains for pile groups 95
Importance of seismic site response and soil–structure interaction in dynamic behaviour of a tall building 95
Design of Axially-loaded Piles: Experimental evidence from 400 field tests 95
Substructure Method Revisited for Analyzing the Dynamic Interaction of Structures with Embedded Massive Foundations 95
Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes 94
Effetto filtro esercitato da pali in terreni non omogenei 94
Seismic performance of bridge piers: caisson vs pile foundations 94
Soluzioni analitiche approssimate per l’analisi di pali geotermici 92
Criteri innovativi di progetto delle fondazioni su pali di torri eoliche 92
The beneficial role of piles on the seismic loading of structures 92
Failure envelopes of pile groups under combined axial-moment loading: Theoretical background and experimental evidence 91
Design of piles under seismic loading 90
Non-linear dynamic analysis of buildings founded on piles: Simplified modelling strategies for soil-foundation-structure interaction 90
Insight on kinematic bending of flexible piles in layered soil 89
Technical session: Analysis and design of piles 89
Monotonic response of caissons for offshore wind turbines 88
Interazione cinematica di pali immersi in sottosuoli stratificati 88
Rational Design of Piled Raft 87
Experimental investigation of kinematic pile bending in layered soils using dynamic centrifuge modelling 87
Kinematic Soil–Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach 87
Simplified numerical analysis of pile base response 86
Kinematic bending of fixed-head piles in nonhomogeneous soil 86
Importance of kinematic interaction in the seismic vulnerability assessment of pile-supported buildings 86
FILTERING EFFECT FOR A PILE IN TWO-LAYER SOIL 85
The Filtering Effect of Pile Foundations in Clay 85
Closure to "Kinematic bending of fixed-head piles in nonhomogeneous soil" by Raffaele Di Laora and Emmanouil Rovithis 85
Influenza delle caratteristiche di terreno e struttura sull' interazione in campo dinamico 84
Corrigendum to "Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes". [Soil Dynam. Earthquake Eng. 44 (2013) 183-195] 84
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 84
Discussion of "kinematic framework for evaluating seismic earth pressures on retaining walls" by Scott J. Brandenberg, George Mylonakis, and Jonathan P. Stewart 83
Aspects of seismic soil-pile-structure interaction in soft clay by centrifuge testing 83
Kinematic pile-head bending under large earthquake-induced shear strains 81
Modifica del segnale sismico alla base di una struttura dovuta alla presenza dei pali 80
Phase lag between kinematic and inertial interaction 80
Effetto filtro indotto dalla presenza di pali sul moto sismico alla base di un edificio 80
Dynamic pile impedances for fixed-tip piles 79
Influenza dell’interazione dinamica fondazione-terreno sulla risposta inerziale di un edificio alto 79
Importance of seismic site response and soil-structure interaction in the dynamic behaviour of a tall building founded on piles 79
Seismic design of deep pier foundations in very soft clayey soils 79
Foundation motion filtered by piles: Effect of soil Inhomogeneity 78
Seismic Demand on Mid-Twentieth Century Reinforced Concrete Buildings Founded on Piles: Effect of Soil-Foundation-Structure-Interaction 78
SHAFT RESISTANCE OF BORED PILES IN SAND 76
Ultimate lateral load of slope-stabilising piles 76
Serviceability analysis of piled foundations supporting tall structures 76
Seismic response of pile-supported buildings based on sfsi 74
Piles-induced filtering action and its effect on the seismic response of buildings 72
Valutazione degli spostamenti sismoindotti in pendii stabilizzati con pali 68
Soil Pressures Against Slope-Stabilising Shafts: Some Aspects Deducted via Centrifuge Tests 68
Una soluzione analitica per la componente rotazionale dell'eccitazione sismica dovuta all'interazione cinematica pali-terreno 67
ON THE SSI PERIOD AND DAMPING FOR BRIDGE PIERS ON CAISSON FOUNDATIONS 65
Evidenza sperimentale dell'interazione dinamica terreno-pali-struttura in argilla soffice da prove in centrifuga 65
DECK POUNDING ON THE ABUTMENT-BACKWALL SYSTEM OF BRIDGES: THE ERIES-POUNDBAC2 PROJECT 63
Totale 11.371
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Categoria #
all - tutte 36.684
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 36.684
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202111 0 0 0 0 0 0 0 0 0 0 0 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
2024/20251.932 18 112 34 74 282 235 201 86 210 381 156 143
2025/20266.093 146 204 359 349 481 3.277 375 157 278 276 132 59
Totale 11.788