Sangyoup Kim

Dr. Sangyoup Kim

orcid

Research Focus & Metrics

Academic Career Length

12Years (2015-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 June 2019 in Accident Analysis & Prevention
Verified
Journal Article
Closed access
JCJaisung Choi
Jaisung Choi
Richard TayRichard Tay
Richard Tay
SKSangyoup Kim
Sangyoup Kim
SJSeungwon Jeong
Seungwon Jeong

2 September 2019 in Applied Sciences
Verified
Journal Article
Open access
PDF file
JCJaisung Choi
Jaisung Choi
Richard TayRichard Tay
Richard Tay
SKSangyoup Kim
Sangyoup Kim
SJSeungwon Jeong
Seungwon Jeong
JKJeongmin Kim
Jeongmin Kim
THTae-Young Heo
Tae-Young Heo
Hard shoulder running (HSR) has been increasingly used as a sustainable and viable way to increase road capacity. This study investigated the safety effect of HSR on freeways in South Korea using the empirical Bayes method. This study found an increase in the total number of crashes. In terms of crash severity, a higher proportion of crashes (25.3%) on 2(3)-lane sections were found to be serious (involving injuries and/or fatalities) compared to those on 4(5)-lane sections (3.6%). Also, a positive relationship was found between the length of the hard shoulder running and changes in crash frequencies. Thus, hard shoulder running on lengthy 2(3)-lane freeways should be avoided.

1 November 2017 in Accident Analysis & Prevention
Verified
Journal Article
Closed access
JCJaisung Choi
Jaisung Choi
Richard TayRichard Tay
Richard Tay
SKSangyoup Kim
Sangyoup Kim
SJSeungwon Jeong
Seungwon Jeong

15 April 2015 in International Journal of Highway Engineering
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Journal Article
Closed access
전북전북발전연구원도시공간교통연구부부연구위원
전북발전연구원도시공간교통연구부부연구위원
SKSangyoup Kim
Sangyoup Kim
YJYoungsoo Jang
Youngsoo Jang
SKSungkyu Kim
Sungkyu Kim
DMDongchan Min
Dongchan Min
JCJaisung Choi
Jaisung Choi

1 April 2016 in KSCE Journal of Civil Engineering
Verified
Journal Article
Open access
PDF file
JCJaisung Choi
Jaisung Choi
YKYoungrok Michael Kim
Youngrok Michael Kim
TBTorsten Bergh
Torsten Bergh
SKSangyoup Kim
Sangyoup Kim
SKSungkyu Kim
Sungkyu Kim
This paper provides research results of a study to assess the driver performance levels of a 2+1 road, a special type of road involving intermediate cross section that is applied where a four-lane roadway construction is unjustifiable and the use of a two-lane road design may not provide the desired level of mobility. Despite increased driver safety, the use of the 2+1 road involves a problem that the South Korean government cannot assess the mobility effects of 2+1 roads, because the current Korean Highway Capacity Manual lacks the level of service procedure for 2+1 roads. Hence, research is required to provide potential measures of effectiveness for describing traffic flows in 2+1 roads and establish a reliable level of service analysis procedure. To address this issue, we applied the following approach: (1) existing research concerning 2+1 road design and flow performance was reviewed; (2) a field study was conducted in 2+1 roads with video cameras and traffic detectors to investigate traffic flow conditions; (3) candidate measures of effectiveness for describing traffic flow in 2+1 roads were identified based on field study results as well as TWOPAS simulation efforts; and (4) an analysis procedure applicable to determine levels of traffic flow service for 2+1 roads was proposed. We also examined how our proposed procedure would perform based on a case study. It was found that the percent time spent following would represent the most appropriate measures of effectiveness and that realistic output may be produced with our proposed procedure.