IRIS
DI LAORA, Raffaele
 Distribuzione geografica
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Continente #
NA - Nord America 1.755
EU - Europa 1.553
AS - Asia 246
SA - Sud America 46
OC - Oceania 13
Totale 3.613
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Nazione #
US - Stati Uniti d'America 1.751
IE - Irlanda 550
IT - Italia 483
GB - Regno Unito 151
UA - Ucraina 116
CN - Cina 94
SG - Singapore 91
DE - Germania 58
GR - Grecia 49
FR - Francia 40
FI - Finlandia 25
BR - Brasile 21
CZ - Repubblica Ceca 20
IN - India 20
SE - Svezia 19
IR - Iran 14
AU - Australia 13
TR - Turchia 13
BE - Belgio 12
NL - Olanda 9
EC - Ecuador 8
AT - Austria 7
CO - Colombia 7
ES - Italia 6
CA - Canada 4
CH - Svizzera 4
JP - Giappone 4
PE - Perù 4
AR - Argentina 3
AE - Emirati Arabi Uniti 2
BO - Bolivia 2
CY - Cipro 2
HU - Ungheria 2
JO - Giordania 2
RO - Romania 2
CL - Cile 1
IL - Israele 1
KR - Corea 1
MY - Malesia 1
TW - Taiwan 1
Totale 3.613
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Città #
Dublin 540
Chicago 462
Jacksonville 214
Wilmington 144
Falls Church 134
Chandler 123
Princeton 76
Roxbury 75
Singapore 55
Ann Arbor 54
New York 54
Cambridge 46
Caserta 40
Bremen 35
Medford 32
Rome 32
Naples 30
Des Moines 28
Napoli 22
Boardman 18
Brno 17
Redwood City 15
Beijing 14
Milan 13
Brussels 12
Ashburn 11
Aversa 10
Bath 9
Mountain View 8
Adelfia 7
Ariano Irpino 7
Jinan 7
Munich 7
Vienna 7
Adelaide 6
Bussolengo 6
Marsciano 6
Mumbai 6
Palermo 6
Torre Del Greco 6
Afragola 5
Bologna 5
Cicciano 5
Florence 5
Lappeenranta 5
Sant'Anastasia 5
Sirmione 5
Woodbridge 5
Bari 4
Carlentini 4
Cesena 4
Giugliano in Campania 4
Houston 4
Morgano 4
San Diego 4
Trento 4
Villa 4
Zanjan 4
Adria 3
Ancona 3
Andover 3
Bergamo 3
Brdo 3
Casoria 3
Castellammare di Stabia 3
Hanover 3
Marcianise 3
Misterbianco 3
Natal 3
Padova 3
Paris 3
Poggiomarino 3
Porto Alegre 3
Pune 3
Rende 3
Salerno 3
Sant'Antimo 3
Shanghai 3
Shenyang 3
Trieste 3
Abu Dhabi 2
Amman 2
Avellino 2
Bucharest 2
Buenos Aires 2
Campagna 2
Casandrino 2
Cava De' Tirreni 2
Civitavecchia 2
Genoa 2
Istanbul 2
Lamézia 2
Larnaca 2
Latina 2
Lima 2
Los Angeles 2
Marano Di Napoli 2
Menlo Park 2
Messina 2
Montréal 2
Totale 2.580
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Nome #
Axial kinematic response of end-bearing piles to P waves 753
Simple Approach to Static and Seismic Design of Piled Rafts 188
Analisi del comportamento di fondazioni miste “platee su pali” 96
Alcune considerazioni sull'importanza relativa tra effetti cinematici e inerziali per fondazioni profonde 70
An exponential matrix method for the buckling analysis of underground pipelines subjected to landslide loads 68
Momenti di interazione cinematica di pali immersi in terreni stratificati 67
Some aspects of the design of pile foundations under seismic motion 62
A closed-form solution for the failure interaction diagrams of pile groups subjected to inclined eccentric load 62
Un metodo semplificato per l’analisi non lineare del comportamento di platee su pali 61
Bearing capacity of pile groups under vertical eccentric load 61
Pile-head kinematic bending in layered soil 58
Size limitations for piles in seismic regions 58
Piled raft concept: a virtuous example to get more with less 58
A seismic performance-based design approach for slope stabilizing piles 56
Some remarks about Eurocode and Italian Code about piled foundations in seismic area 53
Atti dell’Incontro Annuale dei Ricercatori di Geotecnica - IARG 2022 51
Design of Axially-loaded Piles: Experimental evidence from 400 field tests 49
The role of pile diameter on earthquake-induced bending 48
Effects of the filtering action exerted by piles on the seismic response of RC frame buildings 48
Kinematic bending moment at pile head in layered soil 47
Effetti della risposta locale e dell’interazione terreno struttura sulle azioni simiche di progetto di un edificio alto 43
Momento cinematico alla testa di un palo in terreno a rigidezza variabile con la profondità 42
A simplified procedure for non linear analysis of piled raft 41
A simplified procedure for non linear analysis of piled rafts 40
A simple method for N-M interaction diagrams of circular reinforced concrete cross sections 40
Pile design in seismic areas: Small or large diameter? 40
Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes 39
A method for designing the longitudinal spacing of slope-stabilising shafts 39
Carico limite di gruppi di pali sotto carichi verticali ed eccentrici 39
Analytical Solutions for Ultimate Limit State Design of Thermal Piles 39
A practical method to design thermally stressed piles 39
Rational Design of Piled Raft 37
Selection criteria for pile diameter in seismic areas 36
Insight on kinematic bending of flexible piles in layered soil 35
Substructure Method Revisited for Analyzing the Dynamic Interaction of Structures with Embedded Massive Foundations 34
Some remarks on the kinematic vs. inertial interaction for piled foundations 33
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 33
Finite element analyses of energy piles using different constitutive models 33
Reduction of seismic loading on structures induced by piles in inhomogeneous soil 31
Importance of seismic site response and soil–structure interaction in dynamic behaviour of a tall building 31
Sulla resistenza alla base di pali trivellati in sabbia 30
Seismic performance of bridge piers: caisson vs pile foundations 30
Aspects of seismic soil-pile-structure interaction in soft clay by centrifuge testing 30
A numerical study on the filtering action of piles in the soft clay of Maliakos Gulf, Central Greece 28
Discussion of "kinematic framework for evaluating seismic earth pressures on retaining walls" by Scott J. Brandenberg, George Mylonakis, and Jonathan P. Stewart 27
The beneficial role of piles on the seismic loading of structures 26
Modifica del segnale sismico alla base di una struttura dovuta alla presenza dei pali 25
Piles-induced filtering effect on the Foundation Input Motion 25
Importance of kinematic interaction in the seismic vulnerability assessment of pile-supported buildings 25
Dynamic pile impedances for fixed-tip piles 25
Effetto filtro esercitato da pali in terreni non omogenei 25
Corrigendum to "Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes". [Soil Dynam. Earthquake Eng. 44 (2013) 183-195] 25
Seismic Demand on Mid-Twentieth Century Reinforced Concrete Buildings Founded on Piles: Effect of Soil-Foundation-Structure-Interaction 25
Kinematic pile-head bending under large earthquake-induced shear strains 25
Kinematic Soil–Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach 25
Analysis of energy piles under cyclic thermal loading 24
Closure to "Kinematic bending of fixed-head piles in nonhomogeneous soil" by Raffaele Di Laora and Emmanouil Rovithis 24
Technical session: Analysis and design of piles 24
Phase lag between kinematic and inertial interaction 24
Interazione cinematica di pali immersi in sottosuoli stratificati 23
Valutazione degli spostamenti sismoindotti in pendii stabilizzati con pali 23
Ultimate lateral load of slope-stabilising piles 22
Influenza delle caratteristiche di terreno e struttura sull' interazione in campo dinamico 22
Experimental investigation of kinematic pile bending in layered soils using dynamic centrifuge modelling 22
Kinematic bending of fixed-head piles in nonhomogeneous soil 21
Soil Pressures Against Slope-Stabilising Shafts: Some Aspects Deducted via Centrifuge Tests 21
Importance of seismic site response and soil-structure interaction in the dynamic behaviour of a tall building founded on piles 21
Interaction domains for capacity- and performance-based design of pile groups 20
Criteri innovativi di progetto delle fondazioni su pali di torri eoliche 20
Foundation motion filtered by piles: Effect of soil Inhomogeneity 20
Effetto filtro indotto dalla presenza di pali sul moto sismico alla base di un edificio 20
The Filtering Effect of Pile Foundations in Clay 19
Piles-induced filtering action and its effect on the seismic response of buildings 19
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 19
Influenza dell’interazione dinamica fondazione-terreno sulla risposta inerziale di un edificio alto 18
Una soluzione analitica per la componente rotazionale dell'eccitazione sismica dovuta all'interazione cinematica pali-terreno 18
Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings 18
Seismic design of deep pier foundations in very soft clayey soils 17
Soluzioni analitiche approssimate per l’analisi di pali geotermici 16
Seismic response of pile-supported buildings based on sfsi 16
Non-linear dynamic analysis of buildings founded on piles: Simplified modelling strategies for soil-foundation-structure interaction 16
Serviceability analysis of piled foundations supporting tall structures 14
Design of piles under seismic loading 13
Evidenza sperimentale dell'interazione dinamica terreno-pali-struttura in argilla soffice da prove in centrifuga 13
Monotonic response of caissons for offshore wind turbines 11
Failure envelopes of pile groups under combined axial-moment loading: Theoretical background and experimental evidence 11
A Novel Method for Assessing Pile Base Resistance in Sand 9
A Macro-element for Pile Groups Subjected to Vertical Eccentric Load 9
ON THE SSI PERIOD AND DAMPING FOR BRIDGE PIERS ON CAISSON FOUNDATIONS 8
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 4
An analytical solution for the filtering effect of piles in two-layer soil 3
FILTERING EFFECT FOR A PILE IN TWO-LAYER SOIL 2
Kinematic bending of piles in made ground 2
Totale 3.780
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Categoria #
all - tutte 14.012
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 14.012
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020361 100 45 10 20 41 12 56 12 14 24 19 8
2020/2021327 27 1 28 34 43 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
2024/202517 17 0 0 0 0 0 0 0 0 0 0 0
Totale 3.780