• Title/Summary/Keyword: Sleepers

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The Relationship between Sleep Quality and Clinical Features of Adolescents with Temporomandibular Disorder

  • Park, Yang Mi;Lee, Sunhee;Kim, Kyung-Hee;Ahn, Yong-Woo;Jeong, Sung-Hee;Ok, Soo-Min
    • Journal of Oral Medicine and Pain
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    • v.43 no.2
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    • pp.27-33
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    • 2018
  • Purpose: Many researchers have established a connection between sleep disturbances and the symptoms of temporomandibular disorder (TMD) in adults, but there are a few studies targeted at adolescents with TMD. The aim of this study was to analyze the sleep pattern of adolescents with TMD and to determine the effect of poor sleep quality on their clinical symptoms. Methods: The subjects were composed of 47 adolescents with TMD. The sleep pattern and preliminary information of patients were measured by self-reported questionnaires; Pittsburgh Sleep Quality Index (PSQI) and Questionnaire for TMD analysis. TMD pain was scored using the Numerical Rating Scale. The Kruskal-Wallis test, Mann-Whitney U test, Fisher's exact test and logistic regression were used for statistical analysis. Results: The poor sleeping group had statistically more females (25.00% males, 75.00% females) than the good sleeping group. As compared with that of good sleepers, sleep quality of poor sleepers was significantly worse in the items of subjective sleep quality, sleep latency, sleep duration, sleep disturbances, daytime dysfunction and global PSQI score. The sleep time of adolescents was much longer during vacation ($7.20{\pm}1.38hours$) than during school days ($6.10{\pm}1.26hours$). Poor sleep of patients was associated with the pain in the ear or in front of the ear, in the face, jaw, throat or temple and in neck or back. Adolescents with pain in those areas had significantly higher proportion of poor sleepers than adolescents with no pain in those areas. Conclusions: The high ratio of girls in poor sleeping group could reflect the greater prevalence of TMD in women than in men. Pain in peri-temporomandibular joint areas, neck or back could negatively influence sleep quality of adolescents with TMD.

Cause Analysis for Sleeper Damage of Sleeper Floating Track in Urban Transit (도시철도 침목플로팅궤도의 침목손상 원인 분석)

  • Choi, Jung-Youl;Shin, Hwang-Sung
    • The Journal of the Convergence on Culture Technology
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    • v.8 no.6
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    • pp.667-674
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    • 2022
  • In this study, the correlation between the damage type and operating conditions of the sleepers was analyzed based on the design data and visual inspection results for the concrete sleepers of the sleeper floating track (STEDEF) that have been in operation for more than 20 years. It appeared in the form of cracks, breakages, and breaks in the concrete at the center and tie bar contact and buried areas. As a result of the numerical analysis, it was analyzed that the change in the left and right spring stiffness of the sleeper resilience pad increases the maximum stress, tensile stress, compressive stress, and displacement of the concrete sleeper, and stress concentration in the concrete at the tie bar contact area. It was proved analytically that the sleeper resilience pad can affect the damage of the concrete sleeper. Therefore, damage of concrete sleepers in the sleeper floating track in urban transit could be caused by changes in spring stiffness of sleeper resilience pads. It was reviewed that preventive maintenance such as improvement and timely replacement of sleeper resilience pads was necessary.

Feeding Habits of Korean Dark Sleeper, Odontobutis interrupta in the Keumdang Cheon (Stream), Korea (금당천에 서식하는 얼록동사리(Odontobutis interrupta)의 식성)

  • Hwa-Keun Byeon
    • Korean Journal of Environment and Ecology
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    • v.37 no.3
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    • pp.198-208
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    • 2023
  • This study collected samples of Korean dark sleepers (Odontobutis interrupta) in the Keumdang Stream from March to November 2021 to investigate their feeding habits. The sizes were classified by age (1 year and 2 years old, and 3 years or older). The food organisms of O. interrupta included Isopoda, Amphipoda, and Decapoda of the Malacostraca, Ephemeroptera, Odonata, Hemiptera, Plecoptera, Coleoptera, Diptera, and Trichoptera belonging to the aquatic insect of Arthropoda (accounting for 86.6% of the population), Tubificida, Haplotaxida, and Rhynchobdellida belonging to the Clitellata of Annelida (accounting for 7.3%), Systellommatophora and Mesogastropoda belonging to the Gastropodo of Mollusca (accounting for 2.8%), fish (accounting for 3.3%), and fish eggs. Korean dark sleepers fed mostly on aquatic insects, fish, crustaceans, and annelids. Aquatic insects were the most important food source, with 70.1% of the population, 31.7% in biomass, and 72.6% in the index of relative importance. Korean dark sleepers were carnivorous in diet and belonged to the stalker in food intake characteristics and forms. A food migration was observed since less Diptera was found, and more fish, Decapoda, Trichoptera, and Odonata were found in the biomass of the feed consumed by larger species. Diptera (65.3%), Haplotaxida (14.5%), Ephemeroptera (7.0%), Diptera (58.6%), Ephemeroptera (24.5%), fish (4.8%) Diptera (30.1%), Ephemeroptera (20.4%), Isopoda (13.3%) were mainly fed in the autumn.

Irregularity Analysis of Maglev Test Track (자기부상열차 시험노선의 궤도틀림 분석)

  • Kim, Saang-Bum;Kang, Kee-Dong;Han, Hyung-Suk;Lee, Jong-Min
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.2400-2404
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    • 2011
  • Power spectral density (PSD) model of irregularities for the maglev test track is presented. Track irregularities (gauge, cant, twist and vertical) were calculated from the survey data of sleepers on the test track. PSD model was constructed from the estimated PSDs of each track irregularities. Versine (gauge, cant, twist, vertical and lateral) of the track is obtained and their PSDs were estimated, too. Presented PSD model can be used for the analysis of levitation stability and ride quality of the maglev system.

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Properties and Application of Y-Steel Sleeper in Track-Laying (궤도에서 Y형 강재침목의 특성 및 적용)

  • Kang Bo-Soon
    • Journal of the Korean Society for Railway
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    • v.8 no.3
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    • pp.203-209
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    • 2005
  • Y-form steel sleeper are currently enjoying a renaissance in Germany. Their use on ballast track proves hat-especially under extreme conditions and loads-they reliably help ensure high stability and a long service life of the track. In addition to conventional partly mechanised tracklaying methods, a new Method has been developed that for the first time enables Y-form sleepers to be laid on an assembly-line basis at a fast rate and with high quality.

Development of Sleeper for High Speed Railway (고속철도 방진침목 개발)

  • 양신추;노혁천;강윤석;이종득
    • Proceedings of the KSR Conference
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    • 2000.11a
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    • pp.311-318
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    • 2000
  • In this paper, the process of development of resilient sleepers, which improves the train safety, passenger comport and reduces the noise and vibration, is discussed. To determine the required material properties of elastic pad, static and dynamic simulations are performed and is applied in manufacturing. From the experiment results, it is investigated that the displacement is less for sleeper with elastic pad than that in ordinary PC form. The rate of displacement is also shown In be less for the sleeper with elastic pad. These results indicate that the elastic pad can reduce possibility of rail-corrugations and thus resulting in the reduction of maintenance costs.

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Design of Korean Precast Slab Track (한국형 프리캐스트 슬래브 궤도 설계)

  • Zi, Goang-Seup;Lee, Seung-Jung;Jang, Seung-Yup
    • Proceedings of the KSR Conference
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    • 2010.06a
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    • pp.1423-1429
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    • 2010
  • We proposed a design procedure for Korean Precast Slab Track system. Korean Precast Slab Track system cannot use the same design procedure to German slab track system because of different shapes and some problems. We identified the problems of German slab track design system that cannot simulate effects of loads. This proposed procedure is implemented for the commercial software of ABAQUS. Using this procedure, one can consider uncombined effects between slab panel and hydraulic sub base, effect of close sleepers.

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Behaviors of Settlement for Transitional zone with Moving Wheel Loading (이동하중을 고려한 토공-접속구간 침하거동)

  • Choi, Chan-Yong;Lee, Jin-Wook
    • Proceedings of the KSR Conference
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    • 2008.06a
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    • pp.238-242
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    • 2008
  • Transitional zones, one of the typical weak area of earthworks, require lasting a maintenance work due to a differential stiffness of substructures. It is very difficult problem that transition zone was perfectively prevented against a differential settlement. The transitional zone will deteriorate at an accelerate rate. This may lead to pumping ballast, swinging or hanging sleepers, permanent rail deformations, worn track components, and loss of surface and gauge. In this study, it is performed that settlement behavior in transitional zone was compared with small model test.

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Application of Y-Steel Sleeper in Track-Laying (궤도건설에 있어서의 Y형 강침목 적용)

  • 강보순
    • Proceedings of the KSR Conference
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    • 2002.10a
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    • pp.642-647
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    • 2002
  • Y-form steel sleeper are currently enjoying a renaissance in Germany. Their use on ballast track proves that-especially under extreme conditions and loads-they reliably help ensure high stability and a long service life of the track. In addition to conventional partly mechanised tracklaying methods, a new Method has been developed that for the first time enables Y-form sleepers to be laid on an assembly-line basis at a fast rate and with high quality.

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Development of a numerical method for system design of slab track (슬래브궤도의 시스템설계 기법개발)

  • 양신추;강윤석;이영제
    • Proceedings of the KSR Conference
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    • 1999.11a
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    • pp.455-462
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    • 1999
  • Tn this paper. a numerical method for the system analysis of the slab track is presented. In the model rail is considered to have a distributed mass and to be supported by sleepers discretely on slab. The slab supported by discrete slab pads- isolators Put on floor is modelled by finite beam elements The system analysis for the same type floating slab laid in Puchon station is carried out using the developed program. Then the numerical results are compared with system requirements for slab track.

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