Driver Perception on Level of Service at Signalized Intersection
碩士 === 國立暨南國際大學 === 土木工程學系 === 100 === This study takes the driver’s perception into consideration to further assess the level of service at signalization intersection. Motorcycle riders and car drivers are our main targets. Videos of different levels of service were pre-recorded and then presented...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2012
|
Online Access: | http://ndltd.ncl.edu.tw/handle/79451157430063652847 |
id |
ndltd-TW-100NCNU0015011 |
---|---|
record_format |
oai_dc |
spelling |
ndltd-TW-100NCNU00150112015-10-13T21:12:26Z http://ndltd.ncl.edu.tw/handle/79451157430063652847 Driver Perception on Level of Service at Signalized Intersection 駕駛者對號誌化路口服務水準認知之研究 Chen, Yiwen 陳怡彣 碩士 國立暨南國際大學 土木工程學系 100 This study takes the driver’s perception into consideration to further assess the level of service at signalization intersection. Motorcycle riders and car drivers are our main targets. Videos of different levels of service were pre-recorded and then presented to the respondent in the survey. Ordered probit model was applied to estimate the effects of important factors on the driver’s perception towards different levels of service at signalized intersection. Results obtained from the model showed trip, socioeconomic, road related characteristics (pavement condition, geometric design, traffic control, etc.) and weather condition were all significant variables influencing the driver’s perception towards different levels of service at signalized intersection. Our results can provide a reference when planners and related authorities assess levels of service at signalized intersection. This study investigates the willingness to accept for delay times under different levels of service at signalization intersection. Motorcycle riders and car drivers are our main targets. Videos of different levels of service were pre-recorded and then presented to the respondent in the survey. Contingent valuation method was applied to design different scenarios for corresponding levels of service. Spike model was then used to obtain the willingness to accept for delay times. The results found that the willingness to accept for delay times ranges from 26 to 68 seconds for motorcycle riders, while from 34 to 81 seconds for car drivers, under different levels of service at signalized intersection. It is worth to note that the delay times are longer than the ones set in Taiwan Highway Capacity Manual, indicating Taiwanese drivers are willing to accept longer delay times under different levels of service at signalized intersection. Jou, Rongchang Kou, Chengchen 周榮昌 郭正成 2012 學位論文 ; thesis 128 zh-TW |
collection |
NDLTD |
language |
zh-TW |
format |
Others
|
sources |
NDLTD |
description |
碩士 === 國立暨南國際大學 === 土木工程學系 === 100 === This study takes the driver’s perception into consideration to further assess the level of service at signalization intersection. Motorcycle riders and car drivers are our main targets. Videos of different levels of service were pre-recorded and then presented to the respondent in the survey. Ordered probit model was applied to estimate the effects of important factors on the driver’s perception towards different levels of service at signalized intersection. Results obtained from the model showed trip, socioeconomic, road related characteristics (pavement condition, geometric design, traffic control, etc.) and weather condition were all significant variables influencing the driver’s perception towards different levels of service at signalized intersection. Our results can provide a reference when planners and related authorities assess levels of service at signalized intersection.
This study investigates the willingness to accept for delay times under different levels of service at signalization intersection. Motorcycle riders and car drivers are our main targets. Videos of different levels of service were pre-recorded and then presented to the respondent in the survey. Contingent valuation method was applied to design different scenarios for corresponding levels of service. Spike model was then used to obtain the willingness to accept for delay times. The results found that the willingness to accept for delay times ranges from 26 to 68 seconds for motorcycle riders, while from 34 to 81 seconds for car drivers, under different levels of service at signalized intersection. It is worth to note that the delay times are longer than the ones set in Taiwan Highway Capacity Manual, indicating Taiwanese drivers are willing to accept longer delay times under different levels of service at signalized intersection.
|
author2 |
Jou, Rongchang |
author_facet |
Jou, Rongchang Chen, Yiwen 陳怡彣 |
author |
Chen, Yiwen 陳怡彣 |
spellingShingle |
Chen, Yiwen 陳怡彣 Driver Perception on Level of Service at Signalized Intersection |
author_sort |
Chen, Yiwen |
title |
Driver Perception on Level of Service at Signalized Intersection |
title_short |
Driver Perception on Level of Service at Signalized Intersection |
title_full |
Driver Perception on Level of Service at Signalized Intersection |
title_fullStr |
Driver Perception on Level of Service at Signalized Intersection |
title_full_unstemmed |
Driver Perception on Level of Service at Signalized Intersection |
title_sort |
driver perception on level of service at signalized intersection |
publishDate |
2012 |
url |
http://ndltd.ncl.edu.tw/handle/79451157430063652847 |
work_keys_str_mv |
AT chenyiwen driverperceptiononlevelofserviceatsignalizedintersection AT chényíwén driverperceptiononlevelofserviceatsignalizedintersection AT chenyiwen jiàshǐzhěduìhàozhìhuàlùkǒufúwùshuǐzhǔnrènzhīzhīyánjiū AT chényíwén jiàshǐzhěduìhàozhìhuàlùkǒufúwùshuǐzhǔnrènzhīzhīyánjiū |
_version_ |
1718057499581480960 |