• Title/Summary/Keyword: Roughness Index

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A Study on Cyber Sickness according to Shader Application of 3D Objects in Virtual Reality Content (가상현실(VR) 콘텐츠에서 3D 객체의 셰이더 적용에 따른 사이버 멀미 연구)

  • Lee, SuYeol;Bak, Seon-Hui;Bae, Jong-Hwan
    • Journal of Korea Multimedia Society
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    • v.24 no.11
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    • pp.1560-1566
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    • 2021
  • Cyber Sickness, which occurs when using Virtual Reality contents, is the most serious problem in immersive Virtual Reality contents. The purpose of this study is to identify the effects and causes of graphic environmental factors on Cyber Sickness in Virtual Reality contents. To this end, cyber sickness experiments were conducted according to the light source and material settings, which are most commonly used in graphical environmental elements. Cyber Sickness measurements were based on the Simulator Sickness Question(SSQ) tool to derive an index that causes Cyber Sickness As a result of the analysis, the smaller the surface roughness, the higher the degree of Cyber Sickness, and the smaller the surface roughness, the smoother the surface of the 3D object, and many specular reflections from the light source occurred, which was confirmed to be the cause of great Cyber Sickness.

A Study on Development of the Concrete Pavement Condition Index (콘크리트 포장상태 평가지수의 개발에 관한 연구)

  • Kwon, Soo-Ahn;Kim, Nam-Ho;Seo, Young-Chan
    • International Journal of Highway Engineering
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    • v.2 no.3
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    • pp.145-153
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    • 2000
  • Pavement evaluation is a fundamental component for rational pavement management. Optimal rehabilitation method and the priority of rehabilitation should be based on the evaluation data. Some types of pavement condition index are needed for objective evaluation of Pavement condition and management of road network. In this study a expressway concrete pavement condition index model is developed through regression analysis that correlates panel rating with distress measurement from the test sections. The derived condition index can be used for network level PMS for the expressway concrete pavement. Correlation coefficient of the model was 0.68. The selected independent variables were International Roughness Index, crack and area of patching.

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Ion assisted deposition of $TiO_2$, $ZrO_2$ and $SiO_xN_y$ optical thin films

  • Cho, H.J.;Hwangbo, C.K.
    • Journal of the Korean Vacuum Society
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    • v.6 no.S1
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    • pp.75-79
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    • 1997
  • Optical and mechanical characteristics of $TiO-2, ZrO_2 \;and\; SiO_xN_y$ thin films prepared by ion assisted deposition (IAD) were investigated. IAD films were bombarded by Ar or nitrogen ion beam from a Kaufman ion source while they were grown in as e-beam evaporator. The result shows that the Ae IAD increases the refractive index and packing density of $TiO_2 films close to those of the bulk. For $ZrO_2$ films the Ar IAD increases the average refractive index decreases the negative inhomogeneity of refractive index and reverses to the positive inhomogeneity. The optical properties result from improved packing density and denser outer layer next to air The Ar-ion bombardment also induces the changes in microstructure of $ZrO_2$ films such as the preferred (111) orientation of cubic phase increase in compressive stress and reduction of surface roughness. Inhomogeneous refractive index SiOxNy films were also prepared by nitrogen IAD and variable refractive index of $SiO_xN_y$ film was applied to fabricate a rugate filter.

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A Study for Roughness of Joungbu Expressway (중부고속도로 평탄성 특성에 관한 연구)

  • Kim, Sung-Ho;Suh, Young-Chan;Cho, Yoon-Ho;Park, Kyung-Boo
    • International Journal of Highway Engineering
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    • v.3 no.2 s.8
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    • pp.131-140
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    • 2001
  • Concrete pavement of Jungbu Expressway composed of CRCP(Continuously Reinforced Concrete Pavement) and JCP(Jointed Concrete Pavement). The CRCP was firstly constructed and applied to new expressway in Korea. It is a good source of the study to analyze the performance of CRCP and JCP because it experiences same amount of traffic and environmental loading. Up to the present, condition survey has conducted several times during 13 years but roughness measurement has not been carefully conducted. Through comparisons among several types of pavement(CRCP, JCP, Asphalt) by roughness, CRCP is superior to JCP. In addition, connected sections in the highway such as bridges and tunnels that have higher IRI values, about 5mm/m, than normal sections should be considered appropriated maintenance such as diamond grinding. The relationship between IRI and distresses carried out by Korea Highway Cooperation in 1999 skewed that the number of crack is related to IRI value in JCP, while other distresses of JCP and CRCP are not shown clearly. The comparison study with IRI values between Jungbu Expressway and GPS-3(JCP) and GPS-5(CRCP) of LTPP data also showed that roughness of Jungbu Expressway is not inferior to that of the state. Some of section showed larger values of IRI are linked with under-9round structures for passages and drainages. The overall performance considering only roughness, the CRCP is also superior to JCP in sections with under-ground tunnels.

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Effects of different primers on indirect orthodontic bonding: Shear bond strength, color change, and enamel roughness

  • Tavares, Mirella Lemos Queiroz;Elias, Carlos Nelson;Nojima, Lincoln Issamu
    • The korean journal of orthodontics
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    • v.48 no.4
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    • pp.245-252
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    • 2018
  • Objective: We aimed to perform in-vitro evaluation to compare 1) shear bond strength (SBS), adhesive remnant index (ARI), and color change between self-etched and acid-etched primers; 2) the SBS, ARI and color change between direct and indirect bonding; and 3) the enamel roughness (ER) between 12-blade bur and aluminum oxide polisher debonding methods. Methods: Seventy bovine incisors were distributed in seven groups: control (no bonding), direct (DTBX), and 5 indirect bonding (ITBX, IZ350, ISONDHI, ISEP, and ITBXp). Transbond XT Primer was used in the DTBX, ITBX, and ITBXp groups, flow resin Z350 in the IZ350 group, Sondhi in the ISONDHI group, and SEP primer in the ISEP group. SBS, ARI, and ER were evaluated. The adhesive remnant was removed using a low-speed tungsten bur in all groups except the ITBXp, in which an aluminum oxide polisher was used. After coffee staining, color evaluations were performed using a spectrophotometer immediately after staining and prior to bonding. Results: ISONDHI and ISEP showed significantly lower SBS (p < 0.01). DTBX had a greater number of teeth with all the adhesive on the enamel (70%), compared with the indirect bonding groups (0-30%). The ER in the ITBX and ITBXp groups was found to be greater because of both clean-up techniques used. Conclusions: Direct and indirect bonding have similar results and all the primers used show satisfactory adhesion strength. Use of burs and polishers increases the ER, but polishers ensure greater integrity of the initial roughness. Resin tags do not change the color of the teeth.

Correlation Analysis between Dynamic Wheel-Rail Force and Rail Grinding (차륜-레일 상호작용력과 레일연마의 상관관계 분석)

  • Park, Joon-Woo;Sung, Deok-Yong;Park, Yong-Gul
    • Journal of the Korean Society for Railway
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    • v.20 no.2
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    • pp.234-240
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    • 2017
  • In this study, the influences of rail surface roughness on dynamic wheel-rail forces currently employed in conventional lines were assessed by performing field measurements according to grinding of rail surface roughness. The influence of the grinding effect was evaluated using a previous empirical prediction model for dynamic wheel-rail forces; model includes first-order derivatives of QI (Quality Index) and vehicle velocity. The theoretical dynamic wheel-rail force determined using the previous prediction equation was analyzed using the QI, which decreased due to rail grinding as determined through field measurements. At a constant track support stiffness, an increase in the QI caused an increase in dynamic wheel-rail forces. Further, it can be inferred that the results of dynamic wheel-rail analysis obtained using the measured data, such as the variation of QI due to rail grinding, can be used to predict the peak dynamic forces. Therefore, it is obvious that the optimum amount of rail grinding can be determined by considering the QI, that was regarding an operation characteristics of the target track (vehicle velocity and wheel load).

Development of Index for Sound Quality Evaluation of Vacuum Cleaner Based on Human Sensibility Engineering (감성공학을 기초한 진공청소기의 음질 인덱스 개발)

  • Gu, Jin-Hoi;Lee, Sang-kwon;Jeon, Wan-Ho;Kim, Chang-Jun
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.15 no.7 s.100
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    • pp.821-828
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    • 2005
  • In our life, we have used many digital appliances. They help us to improve the quality of life but sometimes give us unsatisfactory result. Because they produce specific noise. Especially vacuum cleaner produce much noise that is very annoying. So we need to study what sound metrics affect human sensibility. In this paper, we develop sound quality index for vacuum cleaner using the sound quality metrics defined in psychoacoustics. First, we carry out the subjective evaluation of vacuum cleaner sound to verify what vacuum sound feels good to human. And then artificial neural network estimated the complexity and the nonlinear characteristics of the relations between subjective evaluation and sound metrics. Finally the ANN is trained repeatedly to have a good performance for sound qualify index of the vacuum cleaner. As a result, the sound quality index of vacuum cleaner has a correlation of $93.5\%$ between the subjective evaluation and ANN. So, there exist three factors that Is loudness, sharpness, roughness which affect the sound quality of vacuum cleaner.

Analysis of Riding Quality Acceptability and Characteristics of Expressway Users and Evaluation of MRI Thresholds using Receiver Operating Characteristic curves (고속도로 이용자의 승차감 평가특성 및 만족도 분석과 ROC 곡선을 이용한 평탄성 관리기준 적정성 검토)

  • Lee, Jaehoon;Sohn, Ducksu;Ryu, SungWoo;Kim, Youngwon;Park, Junyoung
    • International Journal of Highway Engineering
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    • v.20 no.2
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    • pp.35-44
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    • 2018
  • PURPOSES : The purpose of this research is to analyze the characteristics of panels that affect the evaluating results of riding quality and to evaluate the appropriateness of roughness management criteria based on ride comfort satisfaction. METHODS : In order to analyze the influence of panel characteristics of riding quality, 33 panels, consisting of civilians and experts, were selected. Also, considering the roughness distribution of the expressway, 35 sections with MRI ranging from 1.17 m/km to 4.65 m/km were selected. Each panel boarded a passenger car and evaluated the riding quality with grades from 0 to 10, and assessed whether it was satisfied or not. After removing outlier results using a box plot technique, 964 results were analyzed. An ANOVA was conducted to evaluate the effects of panel expertise, age, driving experience, vehicle ownership, and gender on the evaluation results. In addition, by using the receiver operating characteristics (ROC) curve, the MRI value, which can most accurately evaluate the satisfaction with riding quality, was derived. Then, the compatibility of MRI was evaluated using AUC as a criterion to assess whether the riding quality was satisfactory. RESULTS : Only the age of the panel participants were found to have an effect on the riding quality satisfaction. It was found that satisfaction with riding quality and MRI are strongly correlated. The satisfaction rate of roughness management criteria on new (MRI 1.6 m/km) and maintenance (MRI 3.0 m/km) expressways were 95% and 53%, respectively. As a result of evaluating the roughness management criteria by using the ROC curve, it was found that the accuracy of satisfaction was the highest at MRI 3.1-3.2 m/km. In addition, the AUC of the MRI was about 0.8, indicating that the MRI was an appropriate index for evaluating the riding quality satisfaction. CONCLUSIONS : Based on the results, the distribution of the panels' age should be considered when panel rating is conducted. From the results of the ROC curve, MRI of 3.0 m/km, which is a criterion of roughness management on maintenance expressways, is considered as appropriate.

Fabrication of Low Loss Silica Slab Waveguide by Flame Hydrolysis Deposition (FHD 공정에 의한 저손실 실리카 슬랩 도파로 형성)

  • 심재기;김태홍;신장욱;박상호;김덕준;성희경
    • Journal of the Korean Ceramic Society
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    • v.37 no.6
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    • pp.524-529
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    • 2000
  • Silica slab wavegudie was fabricated on Si substrates by FHD for planar optical passive devices. The slab waveguide consists of lower clad and core layers, where core layer index is controlled by GeO2 addition. Doping of GeO2 in silica is difficult because of the low deposition density due to nonspherical particle generation in FHD process. Silica core particles deposited at various conditions such as flame temperature and substrate scanning were analyzed by SEM and TEM. As the flame temperature increased, the surface roughness of the core layer was decreased up to 3.6 nm after consolidation. Index difference and thickness of core of slab waveguide were 0.3%, 8$\mu\textrm{m}$ respectively. Measured optical loss at TE mode was <0.04 dB/cm at 1.3$\mu\textrm{m}$ and <0.06 dB/cm at 1.55$\mu\textrm{m}$.

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A Study on a Roughness Coefficient in Korea River using Hydraulic Models (수리학적 모형을 이용한 국내하천의 조도계수 산정 연구)

  • Kim, Joo-Young;Lee, Jin-Woo;Lee, Jong-Kyu;Cho, Yong-Sik
    • 한국방재학회:학술대회논문집
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    • 2010.02a
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    • pp.96.1-96.1
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    • 2010
  • 하천의 설계홍수위를 결정할 때 가장 중요한 변수중의 하나는 우리가 흔히 부르는 Manning의 조도계수 n으로 과거 수십 년 동안 국내 외에서 많은 연구가 진행되어 왔고 현재에도 끊임없이 여러 연구자들의 관심의 대상이 되고 있다. 이러한 조도계수는 보통 부등류 모형에 의한 방법, NCALC 모형에 의한 방법, 하상재료 또는 사진 index를 통한 방법을 사용하고 있지만 일관성이 떨어질 뿐만 아니라 산정된 조도계수가 유량 또는 수위에 관계없이 일정한 조도계수 만을 제시하고 있다는 문제점을 가지고 있다. 이러한 문제점 등을 해결하고자 부정류 수치모형을 이용하여 하천 구간에서의 조도계수를 유량의 함수로 산정하는 연구가 활발히 진행되어 왔다. 본 연구에서는 이러한 조도계수의 여러 특성을 파악하고자 국내 주요 하천인 한강, 낙동강, 금강의 본류 및 지류에 대해서 수위관측소를 기준으로 구간을 구분하고 과거 주요 홍수 수문곡선을 선정하고 부정류 해석을 통하여 다양한 유량에 대한 하천 구간별 조도계수를 산정하였다.

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