IRIS
DI LAORA, Raffaele
 Distribuzione geografica
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Continente #
EU - Europa 5.899
NA - Nord America 3.763
AS - Asia 2.550
SA - Sud America 499
Continente sconosciuto - Info sul continente non disponibili 234
AF - Africa 38
OC - Oceania 21
Totale 13.004
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Nazione #
US - Stati Uniti d'America 3.665
RU - Federazione Russa 3.556
IT - Italia 1.048
SG - Singapore 1.025
IE - Irlanda 553
CN - Cina 463
HK - Hong Kong 416
BR - Brasile 388
VN - Vietnam 214
GB - Regno Unito 189
KR - Corea 156
UA - Ucraina 120
DE - Germania 105
IN - India 76
FR - Francia 63
GR - Grecia 59
CA - Canada 55
NL - Olanda 42
AR - Argentina 36
BD - Bangladesh 34
TR - Turchia 33
FI - Finlandia 29
BE - Belgio 24
AU - Australia 21
EC - Ecuador 21
IR - Iran 21
SE - Svezia 21
CZ - Repubblica Ceca 20
IQ - Iraq 20
ES - Italia 17
JP - Giappone 17
CO - Colombia 15
ZA - Sudafrica 14
AE - Emirati Arabi Uniti 13
AT - Austria 13
CL - Cile 12
MX - Messico 12
PL - Polonia 12
ID - Indonesia 11
PE - Perù 9
CR - Costa Rica 8
MA - Marocco 7
PY - Paraguay 7
CH - Svizzera 6
JM - Giamaica 6
RO - Romania 6
VE - Venezuela 6
DZ - Algeria 5
GT - Guatemala 5
JO - Giordania 5
MY - Malesia 5
PH - Filippine 5
SA - Arabia Saudita 5
UZ - Uzbekistan 5
BO - Bolivia 4
KH - Cambogia 4
EG - Egitto 3
HN - Honduras 3
HU - Ungheria 3
IL - Israele 3
KE - Kenya 3
LT - Lituania 3
PT - Portogallo 3
QA - Qatar 3
TT - Trinidad e Tobago 3
AZ - Azerbaigian 2
BB - Barbados 2
CY - Cipro 2
EE - Estonia 2
ET - Etiopia 2
LB - Libano 2
PK - Pakistan 2
SI - Slovenia 2
SV - El Salvador 2
TW - Taiwan 2
XK - ???statistics.table.value.countryCode.XK??? 2
AM - Armenia 1
BY - Bielorussia 1
GE - Georgia 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
SN - Senegal 1
TC - Turks e Caicos 1
TN - Tunisia 1
UY - Uruguay 1
Totale 12.772
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Città #
Moscow 1.328
Dublin 542
Chicago 469
Santa Clara 428
Hong Kong 410
Singapore 372
San Jose 336
Ashburn 270
Council Bluffs 252
Jacksonville 214
Seoul 154
Wilmington 145
Falls Church 134
Chandler 123
Milan 119
Rome 83
Princeton 77
Naples 76
Roxbury 75
Ho Chi Minh City 73
New York 71
The Dalles 70
Hefei 65
Hanoi 56
Ann Arbor 54
Cambridge 46
Beijing 44
Caserta 41
Aversa 36
Bremen 35
Los Angeles 34
Medford 33
Des Moines 28
Bengaluru 24
São Paulo 24
Napoli 22
Dallas 21
Frankfurt am Main 20
Boardman 18
Brno 17
Brussels 17
Istanbul 16
Brooklyn 15
Miano 15
Pescara 15
Redwood City 15
London 14
Rio de Janeiro 14
Bologna 12
Florence 12
San Francisco 12
Toronto 12
Adelaide 11
Da Nang 11
Palermo 11
Porto Alegre 11
Chennai 10
Munich 10
Piscataway 10
Vienna 10
Abu Dhabi 9
Atlanta 9
Bath 9
Jinan 9
Nuremberg 9
Orem 9
Baghdad 8
Brasília 8
Mountain View 8
Tokyo 8
Adelfia 7
Ariano Irpino 7
Haiphong 7
Houston 7
Johannesburg 7
Montreal 7
Mumbai 7
Pisa 7
Prato 7
San Diego 7
Turin 7
Zhengzhou 7
Afragola 6
Bari 6
Bolzano 6
Bristol 6
Bussolengo 6
Dhaka 6
Giugliano in Campania 6
Marsciano 6
Ribeirão Preto 6
San José 6
Santa Croce sull'Arno 6
São José 6
Thái Bình 6
Torre Del Greco 6
Amman 5
Arezzo 5
Athens 5
Azzano Decimo 5
Totale 6.966
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Nome #
Axial kinematic response of end-bearing piles to P waves 842
Simple Approach to Static and Seismic Design of Piled Rafts 302
Analisi del comportamento di fondazioni miste “platee su pali” 209
Alcune considerazioni sull'importanza relativa tra effetti cinematici e inerziali per fondazioni profonde 196
An exponential matrix method for the buckling analysis of underground pipelines subjected to landslide loads 190
Bearing capacity of pile groups under vertical eccentric load 181
A closed-form solution for the failure interaction diagrams of pile groups subjected to inclined eccentric load 177
A practical method to design thermally stressed piles 171
Piled raft concept: a virtuous example to get more with less 167
Atti dell’Incontro Annuale dei Ricercatori di Geotecnica - IARG 2022 165
A Novel Method for Assessing Pile Base Resistance in Sand 160
Interaction domains for capacity- and performance-based design of pile groups 160
A Macro-element for Pile Groups Subjected to Vertical Eccentric Load 158
A simplified procedure for non linear analysis of piled raft 158
A simplified procedure for non linear analysis of piled rafts 157
Finite element analyses of energy piles using different constitutive models 152
Analysis of energy piles under cyclic thermal loading 151
Analytical Solutions for Ultimate Limit State Design of Thermal Piles 150
A seismic performance-based design approach for slope stabilizing piles 149
A simple method for N-M interaction diagrams of circular reinforced concrete cross sections 146
A method for designing the longitudinal spacing of slope-stabilising shafts 144
Analytical Solutions for Lateral Bearing Capacity of Piles in Nonhomogeneous Soil 141
Pile-head kinematic bending in layered soil 140
Un metodo semplificato per l’analisi non lineare del comportamento di platee su pali 139
Momenti di interazione cinematica di pali immersi in terreni stratificati 136
Some aspects of the design of pile foundations under seismic motion 135
Size limitations for piles in seismic regions 133
Sulla resistenza alla base di pali trivellati in sabbia 132
The role of pile diameter on earthquake-induced bending 131
Kinematic bending moment at pile head in layered soil 130
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 129
Modelling piled foundations by the macro-element concept 127
A strain-hardening macro-element model for pile groups under vertical–horizontal-moment loading 126
Some remarks about Eurocode and Italian Code about piled foundations in seismic area 126
Carico limite di gruppi di pali sotto carichi verticali ed eccentrici 126
A closed-form equation for the failure locus of pile groups subjected to generalized loading conditions 124
Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings 121
Reduction of seismic loading on structures induced by piles in inhomogeneous soil 119
A numerical study on the filtering action of piles in the soft clay of Maliakos Gulf, Central Greece 114
Momento cinematico alla testa di un palo in terreno a rigidezza variabile con la profondità 111
Effects of the filtering action exerted by piles on the seismic response of RC frame buildings 110
Pile design in seismic areas: Small or large diameter? 110
An analytical solution for the filtering effect of piles in two-layer soil 110
Selection criteria for pile diameter in seismic areas 109
Piles-induced filtering effect on the Foundation Input Motion 107
Some remarks on the kinematic vs. inertial interaction for piled foundations 106
Performance-based interaction domains for pile groups 105
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 105
Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes 105
Effetto filtro esercitato da pali in terreni non omogenei 104
Seismic performance of bridge piers: caisson vs pile foundations 104
The beneficial role of piles on the seismic loading of structures 104
Importance of seismic site response and soil–structure interaction in dynamic behaviour of a tall building 103
Soluzioni analitiche approssimate per l’analisi di pali geotermici 102
Effetti della risposta locale e dell’interazione terreno struttura sulle azioni simiche di progetto di un edificio alto 102
Substructure Method Revisited for Analyzing the Dynamic Interaction of Structures with Embedded Massive Foundations 102
Design of Axially-loaded Piles: Experimental evidence from 400 field tests 101
Criteri innovativi di progetto delle fondazioni su pali di torri eoliche 100
Technical session: Analysis and design of piles 100
Simplified numerical analysis of pile base response 99
Design of piles under seismic loading 99
Failure envelopes of pile groups under combined axial-moment loading: Theoretical background and experimental evidence 99
Non-linear dynamic analysis of buildings founded on piles: Simplified modelling strategies for soil-foundation-structure interaction 99
Insight on kinematic bending of flexible piles in layered soil 98
Rational Design of Piled Raft 98
Monotonic response of caissons for offshore wind turbines 96
Interazione cinematica di pali immersi in sottosuoli stratificati 96
Importance of kinematic interaction in the seismic vulnerability assessment of pile-supported buildings 95
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 95
Kinematic Soil–Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach 95
The Filtering Effect of Pile Foundations in Clay 94
Kinematic bending of fixed-head piles in nonhomogeneous soil 94
Discussion of "kinematic framework for evaluating seismic earth pressures on retaining walls" by Scott J. Brandenberg, George Mylonakis, and Jonathan P. Stewart 94
FILTERING EFFECT FOR A PILE IN TWO-LAYER SOIL 93
Dynamic pile impedances for fixed-tip piles 93
Influenza delle caratteristiche di terreno e struttura sull' interazione in campo dinamico 93
Corrigendum to "Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes". [Soil Dynam. Earthquake Eng. 44 (2013) 183-195] 93
Experimental investigation of kinematic pile bending in layered soils using dynamic centrifuge modelling 92
Serviceability analysis of piled foundations supporting tall structures 92
Aspects of seismic soil-pile-structure interaction in soft clay by centrifuge testing 91
Closure to "Kinematic bending of fixed-head piles in nonhomogeneous soil" by Raffaele Di Laora and Emmanouil Rovithis 90
SHAFT RESISTANCE OF BORED PILES IN SAND 89
Seismic design of deep pier foundations in very soft clayey soils 89
Kinematic pile-head bending under large earthquake-induced shear strains 89
Modifica del segnale sismico alla base di una struttura dovuta alla presenza dei pali 87
Influenza dell’interazione dinamica fondazione-terreno sulla risposta inerziale di un edificio alto 87
Seismic Demand on Mid-Twentieth Century Reinforced Concrete Buildings Founded on Piles: Effect of Soil-Foundation-Structure-Interaction 87
Foundation motion filtered by piles: Effect of soil Inhomogeneity 86
Effetto filtro indotto dalla presenza di pali sul moto sismico alla base di un edificio 86
Phase lag between kinematic and inertial interaction 85
Ultimate lateral load of slope-stabilising piles 84
Importance of seismic site response and soil-structure interaction in the dynamic behaviour of a tall building founded on piles 84
Piles-induced filtering action and its effect on the seismic response of buildings 80
Seismic response of pile-supported buildings based on sfsi 80
DECK POUNDING ON THE ABUTMENT-BACKWALL SYSTEM OF BRIDGES: THE ERIES-POUNDBAC2 PROJECT 78
Soil Pressures Against Slope-Stabilising Shafts: Some Aspects Deducted via Centrifuge Tests 76
Valutazione degli spostamenti sismoindotti in pendii stabilizzati con pali 74
Una soluzione analitica per la componente rotazionale dell'eccitazione sismica dovuta all'interazione cinematica pali-terreno 73
ON THE SSI PERIOD AND DAMPING FOR BRIDGE PIERS ON CAISSON FOUNDATIONS 71
Evidenza sperimentale dell'interazione dinamica terreno-pali-struttura in argilla soffice da prove in centrifuga 69
Totale 12.356
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Categoria #
all - tutte 42.417
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 42.417
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022694 0 0 0 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
2025/20266.118 146 204 359 349 481 3.277 375 157 278 276 132 84
2026/20271.191 49 260 545 337 0 0 0 0 0 0 0 0
Totale 13.004