Page 9 - L'utente debole nelle intersezioni stradali

/D VROX]LRQH D PLQL URWDWRULD DOOXQJDWD YHUL¿FD GL FDSDFLWj _______________
&21&/86,21, ( 5$&&20$1'$=,21, _____________________________
%,%/,2*5$),$ _________________________________________________
7 CRITERI PER IL MIGLIORAMENTO DELLA SICUREZZA
NEGLI ATTRAVERSAMENTI PEDONALI DELLE LINEE TRANVIARIE
(M. Ignaccolo, G. Inturri, N. Giuffrida)
,1752'8=,21( _______________________________________________ 131
$1$/,6, ,1&,'(17$/,7¬ ________________________________________
,QFLGHQWDOLWj WUDP SHGRQH ________________________________________
3XQWL GL FRQÀLWWR WUDP SHGRQH _____________________________________ 135
8VR GHOOD VHJQDOHWLFD SHU OD VLFXUH]]D GHJOL DWWUDYHUVDPHQWL
pedonali di linee tranviarie ________________________________________ 139
&5,7(5, 3(5 ,/ 0,*/,25$0(172 '(//$ 6,&85(==$
'(*/, $775$9(56$0(17, 3('21$/, 1(//( /,1(( 75$19,$5,(______ 141
$QDOLVL GHO ULVFKLR _______________________________________________ 141
0HWRGRORJLD GL VHOH]LRQH GHOOH PLVXUH _______________________________ 145
&21&/86,21, _________________________________________________ 147

8 PROMUOVERE SOLUZIONI ORIENTATE ALL’EQUILIBRIO
TRA GLI UTENTI DELLA STRADA IN AREE A FORTE DENSITÀ
DI FLUSSI PEDONALI: AZIONI VALUTAZIONE DEGLI IMPATTI
SULLA SICUREZZA ED ESEMPI A CONFRONTO
(M. Lapietra, S. Manelli)
35(0(66$ ___________________________________________________ 149
2%,(77,9, ( 67587785$ '(//$ 35(6(17( 0(025,$ ______________ 149
,/ 9$/25( '(/ 7(032 ( /¶862 '(//2 63$=,2 _____________________
5,48$/,),&$=,21( '(*/, 63$=, 85%$1, $ 0,685$ '(, 3('21, ______ 151
3LD]]D GHOOD VWD]LRQH IHUURYLDULD &RUQDYLQ GL *LQHYUD ____________________ 153
3ODFH GH OD 5pSXEOLTXH GL 3DULJL ____________________________________ 155
&$62 678',2 67$=,21( ', 3257$ 1829$ 725,12 ________________ 156
5XROR QHOOD FLWWj ________________________________________________ 157
$FFHVVR DOO¶HGL¿FLR ______________________________________________ 157
,QWHUYHQWL UHFHQWL VXOOD YLDELOLWj GHOOD SLD]]D ___________________________
$QDOLVL FRQGRWWD ________________________________________________ 159
$QDOLVL GHL ULVXOWDWL _______________________________________________ 159
,QWHUYHQWL SRVVLELOL _______________________________________________ 163
&21&/86,21, ( 5$&&20$1'$=,21, _____________________________ 166
,QWHUYHQWL D EUHYH WHUPLQH GL UHJROD]LRQH VHPDIRULFD ____________________ 167
5DFFRPDQGD]LRQL LQ PHULWR DOOD SLDQL¿FD]LRQH GHOOH LQWHUVH]LRQL ___________ 167

9 ANALISI DELLA SICUREZZA DELLE UTENZE DEBOLI IN ROTATORIA
MEDIANTE TECNOLOGIA EYE TRACKING
(R. Lamperti, C. Lantieri, V. Vignali)
$%675$&7 ____________________________________________________ 169
,1752'8=,21( _______________________________________________ 169
/$ 63(5,0(17$=,21( &21'277$ _______________________________ 171
,O FDPSR SURYD _________________________________________________ 171
/D VWUXPHQWD]LRQH XWLOL]]DWD _______________________________________
/D PHWRGRORJLD GL DQDOLVL GHL GDWL ___________________________________ 174
5LVXOWDWL RWWHQXWL ________________________________________________ 174
&21&/86,21, _________________________________________________ 179
%,%/,2*5$),$ ________________________________________________

L'utente debole nelle intersezioni stradali 9