IRIS
DI LAORA, Raffaele
 Distribuzione geografica
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Continente #
EU - Europa 5.702
NA - Nord America 2.981
AS - Asia 2.506
SA - Sud America 493
Continente sconosciuto - Info sul continente non disponibili 234
AF - Africa 38
OC - Oceania 21
Totale 11.975
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Nazione #
RU - Federazione Russa 3.556
US - Stati Uniti d'America 2.928
SG - Singapore 989
IT - Italia 877
IE - Irlanda 552
CN - Cina 462
HK - Hong Kong 414
BR - Brasile 385
VN - Vietnam 214
GB - Regno Unito 181
KR - Corea 156
UA - Ucraina 120
DE - Germania 101
IN - India 76
FR - Francia 63
GR - Grecia 56
NL - Olanda 41
AR - Argentina 36
BD - Bangladesh 34
TR - Turchia 33
FI - Finlandia 29
CA - Canada 27
BE - Belgio 24
AU - Australia 21
EC - Ecuador 21
IR - Iran 21
SE - Svezia 21
CZ - Repubblica Ceca 20
IQ - Iraq 20
ES - Italia 15
JP - Giappone 15
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
CR - Costa Rica 3
EG - Egitto 3
HU - Ungheria 3
IL - Israele 3
KE - Kenya 3
LT - Lituania 3
PH - Filippine 3
AZ - Azerbaigian 2
CY - Cipro 2
ET - Etiopia 2
LB - Libano 2
PK - Pakistan 2
QA - Qatar 2
SI - Slovenia 2
TT - Trinidad e Tobago 2
TW - Taiwan 2
XK - ???statistics.table.value.countryCode.XK??? 2
AM - Armenia 1
BB - Barbados 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
SN - Senegal 1
SV - El Salvador 1
TC - Turks e Caicos 1
TN - Tunisia 1
UY - Uruguay 1
Totale 11.743
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Città #
Moscow 1.328
Dublin 542
Chicago 467
Santa Clara 412
Hong Kong 410
Singapore 368
Jacksonville 214
San Jose 202
Seoul 154
Wilmington 145
Ashburn 142
Falls Church 134
Chandler 123
Princeton 76
Naples 75
Roxbury 75
Ho Chi Minh City 73
The Dalles 70
New York 66
Hefei 65
Rome 65
Milan 61
Council Bluffs 60
Hanoi 56
Ann Arbor 54
Cambridge 46
Beijing 44
Caserta 40
Aversa 36
Bremen 35
Medford 32
Los Angeles 31
Des Moines 28
Bengaluru 24
São Paulo 24
Napoli 22
Dallas 19
Boardman 18
Brno 17
Brussels 17
Frankfurt am Main 16
Istanbul 16
Redwood City 15
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
Toronto 9
Baghdad 8
Brooklyn 8
Mountain View 8
Orem 8
Adelfia 7
Ariano Irpino 7
Haiphong 7
Johannesburg 7
Montreal 7
Mumbai 7
Pisa 7
Prato 7
Zhengzhou 7
Afragola 6
Bolzano 6
Brasília 6
Bussolengo 6
Dhaka 6
Giugliano in Campania 6
Houston 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
Atlanta 5
Azzano Decimo 5
Bruges 5
Buenos Aires 5
Cicciano 5
Curitiba 5
Falkenstein 5
Fisciano 5
Formosa 5
Totale 6.341
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Nome #
Axial kinematic response of end-bearing piles to P waves 834
Simple Approach to Static and Seismic Design of Piled Rafts 295
Analisi del comportamento di fondazioni miste “platee su pali” 201
Alcune considerazioni sull'importanza relativa tra effetti cinematici e inerziali per fondazioni profonde 189
An exponential matrix method for the buckling analysis of underground pipelines subjected to landslide loads 184
A closed-form solution for the failure interaction diagrams of pile groups subjected to inclined eccentric load 174
Bearing capacity of pile groups under vertical eccentric load 163
Piled raft concept: a virtuous example to get more with less 157
Atti dell’Incontro Annuale dei Ricercatori di Geotecnica - IARG 2022 156
A practical method to design thermally stressed piles 156
A Novel Method for Assessing Pile Base Resistance in Sand 155
A simplified procedure for non linear analysis of piled rafts 151
A simplified procedure for non linear analysis of piled raft 149
Interaction domains for capacity- and performance-based design of pile groups 147
A Macro-element for Pile Groups Subjected to Vertical Eccentric Load 147
Analysis of energy piles under cyclic thermal loading 143
Analytical Solutions for Ultimate Limit State Design of Thermal Piles 142
A seismic performance-based design approach for slope stabilizing piles 141
Finite element analyses of energy piles using different constitutive models 141
A method for designing the longitudinal spacing of slope-stabilising shafts 134
Pile-head kinematic bending in layered soil 133
A simple method for N-M interaction diagrams of circular reinforced concrete cross sections 132
Un metodo semplificato per l’analisi non lineare del comportamento di platee su pali 127
Some aspects of the design of pile foundations under seismic motion 126
Momenti di interazione cinematica di pali immersi in terreni stratificati 125
Analytical Solutions for Lateral Bearing Capacity of Piles in Nonhomogeneous Soil 124
Kinematic bending moment at pile head in layered soil 124
Size limitations for piles in seismic regions 124
The role of pile diameter on earthquake-induced bending 122
Sulla resistenza alla base di pali trivellati in sabbia 120
Some remarks about Eurocode and Italian Code about piled foundations in seismic area 120
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 118
Carico limite di gruppi di pali sotto carichi verticali ed eccentrici 118
Modelling piled foundations by the macro-element concept 117
A strain-hardening macro-element model for pile groups under vertical–horizontal-moment loading 116
Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings 115
A closed-form equation for the failure locus of pile groups subjected to generalized loading conditions 113
Reduction of seismic loading on structures induced by piles in inhomogeneous soil 111
A numerical study on the filtering action of piles in the soft clay of Maliakos Gulf, Central Greece 106
Momento cinematico alla testa di un palo in terreno a rigidezza variabile con la profondità 104
Pile design in seismic areas: Small or large diameter? 103
Selection criteria for pile diameter in seismic areas 102
Effects of the filtering action exerted by piles on the seismic response of RC frame buildings 102
Some remarks on the kinematic vs. inertial interaction for piled foundations 100
An analytical solution for the filtering effect of piles in two-layer soil 100
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 99
Piles-induced filtering effect on the Foundation Input Motion 98
Performance-based interaction domains for pile groups 97
Effetti della risposta locale e dell’interazione terreno struttura sulle azioni simiche di progetto di un edificio alto 97
Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes 96
Importance of seismic site response and soil–structure interaction in dynamic behaviour of a tall building 96
Design of Axially-loaded Piles: Experimental evidence from 400 field tests 96
Seismic performance of bridge piers: caisson vs pile foundations 96
Effetto filtro esercitato da pali in terreni non omogenei 95
Substructure Method Revisited for Analyzing the Dynamic Interaction of Structures with Embedded Massive Foundations 95
Soluzioni analitiche approssimate per l’analisi di pali geotermici 93
Criteri innovativi di progetto delle fondazioni su pali di torri eoliche 93
The beneficial role of piles on the seismic loading of structures 93
Design of piles under seismic loading 91
Technical session: Analysis and design of piles 91
Failure envelopes of pile groups under combined axial-moment loading: Theoretical background and experimental evidence 91
Non-linear dynamic analysis of buildings founded on piles: Simplified modelling strategies for soil-foundation-structure interaction 91
Monotonic response of caissons for offshore wind turbines 90
Simplified numerical analysis of pile base response 90
Insight on kinematic bending of flexible piles in layered soil 90
Rational Design of Piled Raft 90
Interazione cinematica di pali immersi in sottosuoli stratificati 88
Experimental investigation of kinematic pile bending in layered soils using dynamic centrifuge modelling 88
Kinematic bending of fixed-head piles in nonhomogeneous soil 87
Kinematic Soil–Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach 87
FILTERING EFFECT FOR A PILE IN TWO-LAYER SOIL 86
Importance of kinematic interaction in the seismic vulnerability assessment of pile-supported buildings 86
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 85
Corrigendum to "Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes". [Soil Dynam. Earthquake Eng. 44 (2013) 183-195] 85
Discussion of "kinematic framework for evaluating seismic earth pressures on retaining walls" by Scott J. Brandenberg, George Mylonakis, and Jonathan P. Stewart 84
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 84
Dynamic pile impedances for fixed-tip piles 83
Aspects of seismic soil-pile-structure interaction in soft clay by centrifuge testing 83
Modifica del segnale sismico alla base di una struttura dovuta alla presenza dei pali 82
Seismic design of deep pier foundations in very soft clayey soils 81
Kinematic pile-head bending under large earthquake-induced shear strains 81
Phase lag between kinematic and inertial interaction 80
Influenza dell’interazione dinamica fondazione-terreno sulla risposta inerziale di un edificio alto 80
Effetto filtro indotto dalla presenza di pali sul moto sismico alla base di un edificio 80
Importance of seismic site response and soil-structure interaction in the dynamic behaviour of a tall building founded on piles 80
SHAFT RESISTANCE OF BORED PILES IN SAND 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
Ultimate lateral load of slope-stabilising piles 77
Serviceability analysis of piled foundations supporting tall structures 76
Seismic response of pile-supported buildings based on sfsi 75
Piles-induced filtering action and its effect on the seismic response of buildings 74
Soil Pressures Against Slope-Stabilising Shafts: Some Aspects Deducted via Centrifuge Tests 70
Valutazione degli spostamenti sismoindotti in pendii stabilizzati con pali 69
Una soluzione analitica per la componente rotazionale dell'eccitazione sismica dovuta all'interazione cinematica pali-terreno 68
Evidenza sperimentale dell'interazione dinamica terreno-pali-struttura in argilla soffice da prove in centrifuga 66
ON THE SSI PERIOD AND DAMPING FOR BRIDGE PIERS ON CAISSON FOUNDATIONS 65
DECK POUNDING ON THE ABUTMENT-BACKWALL SYSTEM OF BRIDGES: THE ERIES-POUNDBAC2 PROJECT 64
Totale 11.528
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Categoria #
all - tutte 39.381
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 39.381
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022775 0 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
2025/20266.118 146 204 359 349 481 3.277 375 157 278 276 132 84
2026/2027162 49 113 0 0 0 0 0 0 0 0 0 0
Totale 11.975