Pedestrian crossing model in urban street (Case study on commercial area in Bandung)
Pedestrians who cross without any crossing facilities and under mixed-traffic tend to have varying responses. The responses can be analyzed by using multiple linear regression model, with pedestrian crossing delay and pedestrian crossing speed set as response variables. This research aims to develop...
Main Authors: | , |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2018-01-01
|
Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201818102004 |
id |
doaj-a01b36fea10042c99fbc4e78a222f7da |
---|---|
record_format |
Article |
spelling |
doaj-a01b36fea10042c99fbc4e78a222f7da2021-02-02T03:56:44ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011810200410.1051/matecconf/201818102004matecconf_istsdc2017_02004Pedestrian crossing model in urban street (Case study on commercial area in Bandung)Sulaksono Wibowo SonyWicaksana RianPedestrians who cross without any crossing facilities and under mixed-traffic tend to have varying responses. The responses can be analyzed by using multiple linear regression model, with pedestrian crossing delay and pedestrian crossing speed set as response variables. This research aims to develop two pedestrian crossing models based on the condition at the midblock part of urban street, in particular commercial area and without specific crossing facilities. The two models are pedestrian crossing delay model and pedestrian crossing speed model. The affecting factors are considered in linear relationship and the multiple-linear regression models are used. The principal factor in the pedestrian crossing delay model is group size of more than 3 persons, while in the model of pedestrian crossing speed, the principal factors are number of group size and pedestrian baggage. The mean of pedestrian crossing delay was about 3 seconds while pedestrian crossing speed was about 1 m/s.https://doi.org/10.1051/matecconf/201818102004 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Sulaksono Wibowo Sony Wicaksana Rian |
spellingShingle |
Sulaksono Wibowo Sony Wicaksana Rian Pedestrian crossing model in urban street (Case study on commercial area in Bandung) MATEC Web of Conferences |
author_facet |
Sulaksono Wibowo Sony Wicaksana Rian |
author_sort |
Sulaksono Wibowo Sony |
title |
Pedestrian crossing model in urban street (Case study on commercial area in Bandung) |
title_short |
Pedestrian crossing model in urban street (Case study on commercial area in Bandung) |
title_full |
Pedestrian crossing model in urban street (Case study on commercial area in Bandung) |
title_fullStr |
Pedestrian crossing model in urban street (Case study on commercial area in Bandung) |
title_full_unstemmed |
Pedestrian crossing model in urban street (Case study on commercial area in Bandung) |
title_sort |
pedestrian crossing model in urban street (case study on commercial area in bandung) |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2018-01-01 |
description |
Pedestrians who cross without any crossing facilities and under mixed-traffic tend to have varying responses. The responses can be analyzed by using multiple linear regression model, with pedestrian crossing delay and pedestrian crossing speed set as response variables. This research aims to develop two pedestrian crossing models based on the condition at the midblock part of urban street, in particular commercial area and without specific crossing facilities. The two models are pedestrian crossing delay model and pedestrian crossing speed model. The affecting factors are considered in linear relationship and the multiple-linear regression models are used. The principal factor in the pedestrian crossing delay model is group size of more than 3 persons, while in the model of pedestrian crossing speed, the principal factors are number of group size and pedestrian baggage. The mean of pedestrian crossing delay was about 3 seconds while pedestrian crossing speed was about 1 m/s. |
url |
https://doi.org/10.1051/matecconf/201818102004 |
work_keys_str_mv |
AT sulaksonowibowosony pedestriancrossingmodelinurbanstreetcasestudyoncommercialareainbandung AT wicaksanarian pedestriancrossingmodelinurbanstreetcasestudyoncommercialareainbandung |
_version_ |
1724306827049435136 |