IRIS
CONTI, RICCARDO
 Distribuzione geografica
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Continente #
NA - Nord America 5.933
AS - Asia 1.333
EU - Europa 1.014
SA - Sud America 215
Continente sconosciuto - Info sul continente non disponibili 148
AF - Africa 30
OC - Oceania 4
Totale 8.677
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Nazione #
US - Stati Uniti d'America 5.855
SG - Singapore 610
IT - Italia 441
CN - Cina 247
BR - Brasile 182
HK - Hong Kong 155
RU - Federazione Russa 138
VN - Vietnam 100
UA - Ucraina 76
DE - Germania 70
FR - Francia 62
JP - Giappone 57
BD - Bangladesh 51
GB - Regno Unito 49
IE - Irlanda 49
CA - Canada 40
NL - Olanda 35
FI - Finlandia 30
IN - India 24
KR - Corea 17
ID - Indonesia 15
AR - Argentina 14
MX - Messico 12
ES - Italia 10
IR - Iran 8
AT - Austria 7
MA - Marocco 7
TR - Turchia 7
AL - Albania 6
CR - Costa Rica 6
IQ - Iraq 6
SE - Svezia 6
ZA - Sudafrica 6
AZ - Azerbaigian 5
CH - Svizzera 5
ET - Etiopia 5
JM - Giamaica 5
PH - Filippine 5
CO - Colombia 4
MY - Malesia 4
PE - Perù 4
PL - Polonia 4
PY - Paraguay 4
UZ - Uzbekistan 4
VE - Venezuela 4
AU - Australia 3
BG - Bulgaria 3
DZ - Algeria 3
EE - Estonia 3
EG - Egitto 3
LT - Lituania 3
PK - Pakistan 3
TW - Taiwan 3
BE - Belgio 2
BH - Bahrain 2
BS - Bahamas 2
BY - Bielorussia 2
CL - Cile 2
DO - Repubblica Dominicana 2
HR - Croazia 2
IL - Israele 2
KW - Kuwait 2
MD - Moldavia 2
MT - Malta 2
PA - Panama 2
RO - Romania 2
SA - Arabia Saudita 2
SC - Seychelles 2
TT - Trinidad e Tobago 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AG - Antigua e Barbuda 1
BB - Barbados 1
BZ - Belize 1
CI - Costa d'Avorio 1
CU - Cuba 1
CZ - Repubblica Ceca 1
EC - Ecuador 1
GD - Grenada 1
GR - Grecia 1
HT - Haiti 1
IS - Islanda 1
JO - Giordania 1
KE - Kenya 1
KZ - Kazakistan 1
LB - Libano 1
NG - Nigeria 1
NI - Nicaragua 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
PT - Portogallo 1
SN - Senegal 1
TH - Thailandia 1
Totale 8.530
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Città #
Woodbridge 1.317
Wilmington 1.198
Houston 1.102
San Jose 275
Ashburn 239
Singapore 203
Hong Kong 147
Fairfield 145
Rome 101
Council Bluffs 93
Beijing 82
Ann Arbor 75
Seattle 70
Jacksonville 65
Cambridge 58
Santa Clara 50
Chandler 49
Tokyo 49
Dublin 46
Dearborn 42
The Dalles 38
Ho Chi Minh City 36
Medford 36
Milan 34
Los Angeles 31
Zhengzhou 30
New York 26
Hanoi 22
Moscow 19
Buffalo 17
Lawrence 16
São Paulo 15
Redondo Beach 14
Frankfurt am Main 13
Naples 13
San Francisco 13
Brooklyn 12
Chicago 11
Dallas 11
Lauterbourg 11
Washington 11
Amsterdam 10
Columbus 10
Atlanta 9
Engelhard 9
Genoa 9
Helsinki 9
Phoenix 9
Toronto 9
Falls Church 8
Nanning 8
San Diego 8
Belo Horizonte 7
London 7
Mülheim 7
North Bergen 7
Orem 7
Bologna 6
Cagliari 6
Genova 6
Hangzhou 6
Hải Dương 6
Jakarta 6
Menlo Park 6
Montreal 6
Nuremberg 6
Queens 6
Rio de Janeiro 6
Saint Augustine 6
Tirana 6
University Park 6
Baku 5
Boston 5
Denver 5
Lappeenranta 5
Manchester 5
Miami 5
Norwalk 5
Palermo 5
Paris 5
Samarate 5
Shanghai 5
Stockholm 5
Zurich 5
Betim 4
Chengdu 4
Delft 4
Haiphong 4
Johannesburg 4
Kyiv 4
Mumbai 4
Nanjing 4
Napoli 4
Perugia 4
Porto Alegre 4
Quartu Sant'elena 4
Redwood City 4
Shenzhen 4
Uniontown 4
Vienna 4
Totale 6.181
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Nome #
On the evaluation of soil dynamic properties in centrifuge tests 489
On the behaviour of flexible retaining walls under seismic actions 483
Numerical modelling of installation effects for diaphragm walls in sand 467
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls 463
A two-rigid block model for sliding gravity retaining walls 448
Physical modelling of flexible retaining walls under seismic actions 443
Scavi in sabbia sostenuti da diaframmi: analisi degli effetti di installazione 436
Numerical modelling of centrifuge dynamic tests of circular tunnels in dry sand 436
Centrifuge modelling of retaining walls embedded in saturated sand under seismic actions 426
Some remarks on the seismic behaviour of embedded cantilevered retaining walls 422
Discussion of ‘Influence of diaphragm wall installation on the numerical analysis of deep excavation’ by Burlon S, Mroueh H. & Shahrour I 414
Modellazione fisica di coppie di paratie in condizioni sismiche 405
Virtual academic teaching for next generation engineers 338
Modellazione fisica e numerica del comportamento di opere di sostegno flessibili in condizioni sismiche 318
Nonlinearity and strength in 1D site response analyses: a simple constitutive approach 245
A 1D simplified approach for liquefaction potential evaluation of soil deposits 130
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls 122
A Generalized newmark method with displacement hardening for the prediction of seismically-induced permanent deformations of diaphragm walls 113
Filtering effect induced by rigid massless embedded foundations 109
Effects of displacement hardening on the seismic design of anchored walls 103
Horizontal bearing capacity of RC piles in cohesive soil: numerical and theoretical modelling 96
A comparison between theoretical and numerical ultimate failure domains for pile groups 87
Rigorous lower and upper bounds for the generalised failure loads of pile groups 86
Centrifuge and theoretical study of the seismic response of anchored steel sheet pile walls in dry sand 79
Seismic performance of bridge piers: caisson vs pile foundations 78
Assessment of dynamic soil-structure interaction effects for tall buildings: a 3D numerical approach 74
Interaction domains of pile groups in cohesive soils under generalised loads 74
On the performance-based seismic design of yielding retaining structures 73
Filtering action of embedded massive foundations: new analytical expressions and evidence from 2 instrumented buildings 67
An uncoupled approach for estimating seismic-induced pore water pressures in liquefiable sandy soils 65
Theoretical framework for the seismic design of anchored steel sheet pile walls 64
Seismic design of deep pier foundations in very soft clayey soils 61
Numerical modelling of centrifuge dynamic tests on embedded cantilevered retaining walls 61
Analysis of the seismic behaviour of propped retaining structures 60
Seismic response of anchored steel sheet pile walls in dry and saturated sand 60
A numerical and theoretical study on the seismic behaviour of yielding cantilever walls 59
Substructure method revisited for analyzing the dynamic interaction of structures with embedded massive foundations 59
An experimental investigation of the seismic behaviour of anchored steel sheet pile walls in saturated sand 57
A simple constitutive model for taking into account soil nonlinearity and strength in 1d site response analyses 56
Quasi-kinematic response of embedded foundations: evidence of foundation mass effect from numerical analyses and instrumented structures 56
A simplified method for the estimation of earthquake-induced pore pressures 56
A numerical study on the seismic behaviour of cantilever embedded retaining walls in saturated sand 55
Mitigation of liquefaction risk in layered soils via stone column drains: numerical study and novel uncoupled approach 49
Physical modelling of anchored steel sheet pile walls under seismic actions 49
Simplified formulas for the seismic bearing capacity of shallow strip foundations 48
On the SSI period and damping for bridge piers on caisson foundations 48
Seismic behaviour of retaining structures: from fundamentals to performance-based design 47
Critical softening in Cam-Clay plasticity: adaptive viscous regularization, dilated time and numerical integration across stress-strain jump discontinuities 46
Simple guidelines for the seismic design of yielding semi-gravity cantilever walls 43
Discussion on “Double wedge model for computing seismic sliding displacements of cantilever retaining walls” by P.R. Jadhav and A. Prashant, [Soil Dyn Earthquake Eng 116 (2019)570–579] 30
Interaction domains of piled raft foundations in cohesive soils under vertical-eccentric loads 18
null 3
null 3
Totale 8.677
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Categoria #
all - tutte 22.724
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 22.724
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022135 0 0 0 0 26 7 7 8 9 15 5 58
2022/2023167 22 11 10 18 10 38 13 10 13 0 13 9
2023/2024101 10 7 11 5 7 8 1 5 0 8 15 24
2024/20251.227 71 124 49 28 18 322 94 49 74 74 199 125
2025/20261.810 129 104 201 81 136 67 246 202 211 197 111 125
2026/2027693 124 103 355 111 0 0 0 0 0 0 0 0
Totale 8.677