IRIS - Res&Arch Institutional Research Information System - Research & Archive

SPENCE, SEYMOUR MILTON JOHN
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 822
EU - Europa 680
AS - Asia 334
AF - Africa 2
Continente sconosciuto - Info sul continente non disponibili 1
Totale 1.839
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 804
UA - Ucraina 244
IE - Irlanda 151
SG - Singapore 117
HK - Hong Kong 95
SE - Svezia 72
VN - Vietnam 67
DE - Germania 52
FI - Finlandia 44
IT - Italia 42
CN - Cina 41
RU - Federazione Russa 29
GB - Regno Unito 19
CA - Canada 16
FR - Francia 8
CH - Svizzera 6
AT - Austria 4
ID - Indonesia 4
TR - Turchia 3
UZ - Uzbekistan 3
BE - Belgio 2
KR - Corea 2
MX - Messico 2
NL - Olanda 2
PL - Polonia 2
TW - Taiwan 2
BG - Bulgaria 1
EU - Europa 1
GH - Ghana 1
GR - Grecia 1
LT - Lituania 1
ZA - Sudafrica 1
Totale 1.839
Salva come PNG Salva come JPEG
Città #
Chandler 156
Dublin 151
Jacksonville 129
Singapore 97
Hong Kong 95
San Mateo 88
Dong Ket 67
Boardman 45
Medford 40
Princeton 40
Santa Clara 40
Wilmington 33
Andover 19
Perugia 16
Toronto 14
Des Moines 12
Ann Arbor 11
Beijing 10
Ashburn 9
Lawrence 9
Altamura 8
Saint Petersburg 8
London 5
Helsinki 4
Los Angeles 4
Rimini 4
Surabaya 4
Woodbridge 4
Gainesville 3
Izmir 3
Moscow 3
Norwalk 3
Rome 3
Brussels 2
Den Haag 2
Glasgow 2
Gwanak-gu 2
Milan 2
New York 2
Taipei 2
Valle 2
Accra 1
Benoni 1
Chicago 1
Cormeilles-en-Parisis 1
Dallas 1
Falkenstein 1
Frankfurt am Main 1
Lausanne 1
Monteroduni 1
Ottawa 1
Pabillonis 1
Redmond 1
Reston 1
San Paolo di Civitate 1
Shanghai 1
Shenyang 1
Siena 1
Sofia 1
Vienna 1
Xingtai 1
Totale 1.173
Salva come PNG Salva come JPEG
Nome #
A performance-based design framework for the high frequency force balance method 82
Azione del vento su edifici alti: analisi dei momenti statistici di ordine superiore mediante misure HFFB e SMPSS 70
Analysis and Modeling of the Beat Phenomenon in the Dynamic Response of Tall Buildings 64
Intermittent beat phenomena in the response of wind excited tall buildings with closely spaced frequencies 64
Dynamic response estimation of tallbuildings with 3D modes: A probabilistic approach to the high frequency force balance method 60
Serviceability limit-state optimization of tall buildings under dynamic wind loads 59
A framework for accurate estimation of wind induced responses with specified MRIs 59
Un algoritmo efficiente per l’ottimizzazione dell’affidabilità di edifici alti 58
Large scale reliability-based design optimization of wind excited tall buildings 58
A Database-Assisted Design approach for lateral drift optimization of tall buildings 57
Influence of the wind load correlation on the estimation of the generalized forces for 3D coupled tall buildings 56
Influenza della correlazione dei carichi da vento sulla stima delle forze generalizzate per edifici alti con modi accoppiati 52
Influence of higher modes on the response of irregular tall buildings 50
Stima dei massimi della risposta globale in edifici alti regolari e irregolari 50
Characterization of wind induced excitations on tall buildings by means of wind tunnel tests 50
Analysis and modeling of natural frequency coalescing in the dynamic response of tall buildings 50
Dynamic response optimization of tall buildings subject to extreme wind loads 49
A reliability approach for the wind-induced response assessment of tall buildings using the high frequency force balance 48
Wind pressure field on a tall building with irregular geometry 47
Efficient algorithms for the reliability optimization of tall buildings 46
Effects of the aerodynamic uncertainties in HFFB loading schemes on the response of tall buildings with coupled dynamic modes 46
Influence of higher modes on the dynamic response of irregular and regular tall buildings 45
Higher mode contributions to the response of tall buildings with regular and irregular profiles 45
Ottimizzazione stocastica di edifici alti soggetti all’azione del vento 45
Reliability models for tall buildings with 3D modes: a probabilistic approach to the HFFB method 44
Wind action on regular and irregular tall buildings: higher order moment statistical analysis by HFFB and SMPSS measurements 42
Wind load correlation and its effects on the second order response properties of 3D coupled tall buildings 41
Super tall buildings: response in higher modes 41
Probabilistic response analysis of regular and irregular tall buildings 39
Un modello di affidabilità per la stima rigorosa della risposta di edifici alti sottoposti all’azione del vento 38
Stima dei carichi del vento tramite misure di storie temporali di pressione 38
Multi level probabilistic characterization and Monte Carlo simulation of irregular masonry walls 37
Natural frequency coalescing and amplitude dependent damping in the wind-excited response of tall buildings 35
Time variant reliability optimization of tall buildings 34
Random field models for Monte Carlo simulation of irregular masonry walls 33
Simulation of irregular stone masonry based on image processing 33
Probabilistic models and simulation of irregular masonry walls 32
Time domain dinamic response optimization of tall buildings 31
Preliminary study on structural optimization and Database-Assisted Design 30
Optimization of tall buildings within a fully performance-based design setting 27
Totale 1.885
Salva come PNG Salva come JPEG
Categoria #
all - tutte 8.031
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 8.031
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202096 0 0 0 0 0 0 35 1 38 8 1 13
2020/2021394 0 35 9 35 112 12 33 1 43 7 37 70
2021/2022261 3 54 1 9 9 0 0 105 0 0 33 47
2022/2023470 44 60 8 24 38 56 0 14 195 3 24 4
2023/2024243 11 17 9 5 1 0 42 0 56 3 55 44
2024/2025195 13 50 9 38 77 8 0 0 0 0 0 0
Totale 1.885