Analysis of Road Traffic Services Due to the Operation of Cibubur Greater Jakarta Light Rail Transit Station

ICSDEMS 2019 ◽  
2020 ◽  
pp. 211-219
Author(s):  
Rakhmat Shafly Syabana ◽  
R. Jachrizal Sumabrata
Author(s):  
Adoh Lucky Ugochukwu ◽  
Mutswatiwa Lovejoy ◽  
Akello fiona Mercy

Safety and security are among the major basic needs for the public in daily life and transportation plays a crucial role in satisfying this need. According to the World Health Organization (WHO) data, estimates of 1.2 million people worldwide died as a result of road traffic injuries in 2013 and it is estimated that road traffic injuries will be the 6th leading cause of death by 2030. Among the various types of road traffic injuries, accidents between trains and road vehicles are the deadliest and are associated with high cost of accidents. As Railway transportation continues to be an important piece to the overall national transportation puzzle in Ethiopia and as congestion continues to increase on the nation’s roadways, commuters continue to flock to public transit as an alternative transportation mode. In Addis Ababa Light Rail Transit, there are over 20 level crossings, this represent a significant safety hazard to both road and rail users. In this paper, we used safety demonstration by complete system analysis to carry out safety demonstration for level crossing at Addis Ababa Light Rail Transit, and Failure mode effect analysis was used for identifying the potential hazards associated with the system and their root causes. Hazards associated with Addis Ababa Light Rail Transit level crossing are identified and classified, and results showed that 41% of the hazards are caused by Human errors, technical problems has 32%, non-compliance with standard operating procedures takes 18% and 9% are caused by other factors. Our Failure mode effect analysis result shows that safe redesign of the level crossing, management and operation of level crossings can reduce risks, and frequent orientation of road vehicle users to always give attention to traffic signal in level crossing can reduce the number of fatal and serious incidents and collisions.


2015 ◽  
Vol 2500 (1) ◽  
pp. 110-115 ◽  
Author(s):  
Arthur C. Nelson ◽  
Dejan Eskic ◽  
Shima Hamidi ◽  
Susan J. Petheram ◽  
Reid Ewing ◽  
...  

It seems an article of faith that because ridership catchment receives the largest share of riders within the first 0.5 mi (0.80 km), the design of transit-oriented development should be limited to 0.5 mi (0.80 km). But design of transit-oriented development requires another consideration: how the commercial real estate market responds. Unfortunately, much of the research into the commercial real estate value or rent premiums associated with transit station proximity is designed to reinforce the 0.5-mi (0.80 km) presumption. This paper reviews the literature and implications of ridership studies and research into commercial value and rent premiums with respect to distance from a transit station. The paper then reports research into transit station–related office rent premiums in the Dallas, Texas, metropolitan area. To the authors' knowledge, this study is the largest of its type undertaken on this question. Among the findings are that the premium extends 1.85 mi (2.98 km) from transit stations, with 25% of the premium—not a trivial amount— existing to 0.93 mi (1.50 km), with higher shares closer to the stations. The paper offers a reconsideration of both worker-based ridership and research on commercial real estate premiums to suggest that planning areas for transit-oriented development may extend beyond 0.5 mi (0.80 km), perhaps to 1 mi (1.61 km).


Author(s):  
Theresa Poirier

Five years ago, I began a quest for enjoyment which has evolved and expanded into an epic journey. A ukulele for X-mas quickly gave way to the guitar. While attaining a degree as a sociologist, at 55 years of age, I blossomed to become a musician, poet, author, artist, and performer. With nearly 160 completed pieces of music alone, I have amassed a portfolio any artist would be proud to have. I have composed songs for a Metis language webpage, and painted a wall mural at MacEwan University. I have had song lyrics and stories published. I hold my own on the same stages with some of Edmonton’s finest musicians and poets. Inspiration comes from life’s many ups and downs. I dare to call myself a prodigy since I am self-taught in all my art. However, currently, I am in my 3rd year of psychology, at MacEwan University for a 2nd degree, allowing me to practise music/art therapy. Sweet Baby is a song about anticipating the birth of my first grandchild, yet written through the eyes of the mother to be. Epic Odyssey is my story, events of my life Who Needs TV is also about my life, alcoholism, and family. So Shy is about watching the reactions of children to my busking in the LRT (light rail transit) station in Edmonton, Alberta. The Day My Boyfriend Died, indeed humor, was a black thought put into prose.


2021 ◽  
pp. 0739456X2199391
Author(s):  
Margaret Ellis-Young ◽  
Brian Doucet

Most studies of transit-induced gentrification rely on statistical analysis that measures the extent to which gentrification is occurring. To extend and enhance our knowledge of its impact, we conducted sixty-five interviews with residents living along the light rail transit (LRT) corridor in Waterloo Region, Ontario, Canada, shortly before the system opened. There was already strong evidence of gentrification, with more than $3 billion (Canadian dollars) worth of investment, largely in condominiums, before a single passenger was carried. In line with contemporary critical conceptualizations of gentrification, our interviews identified new and complex psychological, phenomenological, and experiential aspects of gentrification, in addition to economic- or class-based changes.


Author(s):  
Ling-Kun Chen ◽  
Peng Liu ◽  
Li-Ming Zhu ◽  
Jing-Bo Ding ◽  
Yu-Lin Feng ◽  
...  

Near-fault (NF) earthquakes cause severe bridge damage, particularly urban bridges subjected to light rail transit (LRT), which could affect the safety of the light rail transit vehicle (“light rail vehicle” or “LRV” for short). Now when a variety of studies on the fault fracture effect on the working protection of LRVs are available for the study of cars subjected to far-reaching soil motion (FFGMs), further examination is appropriate. For the first time, this paper introduced the LRV derailment mechanism caused by pulse-type near-fault ground motions (NFGMs), suggesting the concept of pulse derailment. The effects of near-fault ground motions (NFGMs) are included in an available numerical process developed for the LRV analysis of the VBI system. A simplified iterative algorithm is proposed to assess the stability and nonlinear seismic response of an LRV-reinforced concrete (RC) viaduct (LRVBRCV) system to a long-period NFGMs using the dynamic substructure method (DSM). Furthermore, a computer simulation software was developed to compute the nonlinear seismic responses of the VBI system to pulse-type NFGMs, non-pulse-type NFGMs, and FFGMs named Dynamic Interaction Analysis for Light-Rail-Vehicle Bridge System (DIALRVBS). The nonlinear bridge seismic reaction determines the impact of pulses on lateral peak earth acceleration (Ap) and lateral peak land (Vp) ratios. The analysis results quantify the effects of pulse-type NFGMs seismic responses on the LRV operations' safety. In contrast with the pulse-type non-pulse NFGMs and FFGMs, this article's research shows that pulse-type NFGM derail trains primarily via the transverse velocity pulse effect. Hence, this study's results and the proposed method can improve the LRT bridges' seismic designs.


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