Please use this identifier to cite or link to this item:
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/78322Full metadata record
| ???org.dspace.app.webui.jsptag.ItemTag.dcfield??? | Value | Language |
|---|---|---|
| dc.contributor.advisor | 周家蓓(Chia-Pei Chou) | |
| dc.contributor.author | Po-Hsun Huang | en |
| dc.contributor.author | 黃柏勛 | zh_TW |
| dc.date.accessioned | 2021-07-11T14:51:08Z | - |
| dc.date.available | 2023-08-10 | |
| dc.date.copyright | 2020-08-13 | |
| dc.date.issued | 2020 | |
| dc.date.submitted | 2020-08-11 | |
| dc.identifier.citation | 1. 中華民國國家標準CNS 4342:2015. 交通反光標誌塗料用玻璃珠. 經濟部標準檢驗局. 2012年。 2. 中華民國國家標準CNS 15834:2015. 道路標線使用性能. 經濟部標準檢驗局. 2015 年。 3. Carlos, A. and P. E Lopez. Pavement Marking Handbook. Texas Department of Transportation.2004. 4. 呂昀軒.(2017). 玻璃珠材料對熱處理聚酯標線反光性能影響探討. 臺灣大學土木工程學研究所學位論,(2017年) 5. David M. Burns. Modern Pavement Marking Systems Relationship Between Optics andNighttime Visibility, Transportation Research Record,2008 6. 梁健偉. (2019). 應用數位影像檢測道路標線可見度. 臺灣大學土木工程學研究所學位論文, (2019 年), 1-80. 7. Graham, J. R., Harrold, J. K., King, L. E. (1996). Pavement marking retroreflectivity requirements for older drivers. Transportation Research Record, 1529(1), 65-70. 8. Schnell, T., Aktan, F., Lee, Y. C. (2003). Nighttime visibility and retroreflectance of pavement markings in dry, wet, and rainy conditions. Transportation research record, 1824(1), 144-155. 9. Burns, D. M., Hodson, N., Haunschild, D., May, D. (2006). Pavement marking photometric performance and visibility under dry, wet, and rainy conditions: Pilot field study. Transportation research record, 1973(1), 113-119. 10. Higgins, L., Miles, J. D., Carlson, P., Burns, D., Aktan, F., Zender, M., Kaczmarczik, J. M. (2009). Nighttime visibility of prototype work zone markings under dry, wet-recovery, and rain conditions. Transportation research record, 2107(1), 69-75. 11. Gibbons, R. B., Williams, B., Cottrell, B. (2012). Refinement of drivers' visibility needs during wet night conditions. Transportation research record, 2272(1), 113-120. 12. Gibbons, R. B., Williams, B., Cottrell, B. (2013). Assessment of durability of wet night visible pavement markings: visibility experiment. Transportation research record, 2337(1), 67-73. 13. Carlson, P. J., Park, E. S., Kang, D. H. (2013). Investigation of longitudinal pavement marking retroreflectivity and safety. Transportation research record, 2337(1), 59-66. 14. Bektas, B. A., Gkritza, K., Smadi, O. (2016). Pavement marking retroreflectivity and crash frequency: segmentation, line type, and imputation effects. Journal of Transportation Engineering, 142(8), 04016030. 15. 周家蓓. 提升道路標線夜間與潮濕狀態下之反光性能與發展VR於檢測管理應用,科技部補助專題研究計畫成果報告. 2019 16. 周家蓓. 提升道路標線夜間與潮濕狀態下之反光性能與發展VR於檢測管理應用,科技部補助專題研究計畫成果報告. 2020 17. ASTM Standard E2302-03a. Standard Test Method for Measurement of the Luminance Coefficient Under Diffuse Illumination of Pavement Marking Materials Using a Portable Reflectometer. ASTM International,Pennsylvania, USA. 2016. 18. ASTM Standard E1710-11. Standard Test Method for Measurement of Retroreflective Pavement Marking Materials with CEN-Prescribed Geometry Using a Portable Retroreflectometer. American Society of Testing and Materials, ASTM International, Pennsylvania, USA. 2011. 19. ASTM Standard E2177-11. Standard Test Method for Measuring the Coefficient of Retroreflected Luminance(RL) of Pavement Markings in a Standard Condition of Wetness. American Society of Testing and Materials, ASTM International, Pennsylvania, USA. 2011. 20. ASTM Standard D7585/D7585M-10(2015). Standard Practice for Evaluating Retroreflective Pavement Markings Using Portable Hand-Operated Instruments, American Society of Testing and Materials. ASTM International, Pennsylvania, USA. 2015. 21. 周琦芮. (2016). 道路標線之反光性能規範探討與我國現況之初步分析. 臺灣大學土木工程學研究所學位論文, (2016 年) 22. 中華民國國家標準CNS 15834. 道路標線使用性能. 經濟部標準檢驗局. 2015 年。 23. CEN/TC 226 – Road equipment: EN 1436:2007+A1:2008. Road marking materials – Road marking performance for road users. European Committee for Standardization. 2007-2008. 24. FHWA Publication. Manual on Uniform Traffic Control Devices. U. S. Department of Transportation.2012. 25. ASTM Standard D7942-15. Standard Specification for Thermoplastic Pavement Markings in NonSnow Plow Areas. ASTM International, Pennsylvania, USA. 2015. 26. 東日本高速道路株式會社、中日本高速道路株式會社、西日本高速道路株式會社,レーンマーク施工管理要領,2015 年。 27. 中華人民共和國國家標準GB/T 16311-2009. 道路交通標線質量要求和檢測方法. 中華人民共和國國家質量監督檢驗檢疫總局、中國國家標準化管理委員會. 2009 年。 28. ASTM Standard E303(93)-2013, Standard Test Method for Measuring Surface Frictional Properties Using the British Pendulum Tester, ASTM International, Pennsylvania, USA. 2013 29. EN 13036-4:2011, Road and airfield surface characteristics - Test methods - Part 4: Method for measurement of slip/skid resistance of a surface: The pendulum test, European Committee for Standardization, 2011. 30. 交通部. 交通工程規範. 2015 年 31. 中華民國國家標準CNS 15834:2015. 道路標線使用性能. 經濟部標準檢驗局. 2015 年。 32. Kilmon, C. A., Brown, L., Ghosh, S., Mikitiuk, A. (2010). Immersive virtual reality simulations in nursing education. Nursing education perspectives, 31(5), 314-317. 33. Crespo, R., García, R., Quiroz, S. (2015). Virtual reality application for simulation and off-line programming of the mitsubishi movemaster RV-M1 robot integrated with the oculus rift to improve students training. Procedia Computer Science, 75, 107-112. 34. Deb, S., Strawderman, L. J., Carruth, D. W. (2018). Investigating pedestrian suggestions for external features on fully autonomous vehicles: A virtual reality experiment. Transportation research part F: traffic psychology and behaviour, 59, 135-149. 35. Ronchi, E., Nilsson, D., Kojić, S., Eriksson, J., Lovreglio, R., Modig, H., Walter, A. L. (2016). A virtual reality experiment on flashing lights at emergency exit portals for road tunnel evacuation. Fire technology, 52(3), 623-647. 36. 科碼新媒體公司,http://www.corma.com.tw/,於2020年6越22日查閱 37. Unity,https://unity.com/,於2020年6月8日查閱 38. unity assetstore,https://assetstore.unity.com/,2020年6月8日查閱 39. 陳高村.(2014). 反應時間與交通事故過失責任關係初探.道路交通安全與執法研討會. 2014 40. 林清和. (1996). 運動學習程式學. 文史哲. 41. 楊坤祥, 陳錦龍, 洪聰敏, 豐東洋. (2001). 黃色與白色對反應時間和事件關連電位之影響. 體育學報, (31), 59-70. 42. Triggs, T. J., Harris, W. G. (1982). Reaction time of drivers to road stimuli. 43. Lerner, N. D. (1993, October). Brake perception-reaction times of older and younger drivers. In Proceedings of the human factors and ergonomics society annual meeting (Vol. 37, No. 2, pp. 206-210). Sage CA: Los Angeles, CA: SAGE Publications. 44. AASHTO, A Policy on Geometric Design of Highways and Streets, American Association of State Highway and Transportation Officials, Washington, D. C., 2011. 45. Gartner, N. H., Messer, C. J., Rathi, A. (2002). Traffic flow theory-A state-of-the-art report: revised monograph on traffic flow theory. 46. http://www.limdep.com/products/nlogit/,2020年6月15日查閱 47. Benz, R. J., Pike, A. M., Kuchangi, S. P., Brackett, Q. (2009). Serviceable pavement marking retroreflectivity levels: technical report (No. FHWA/TX-09/0-5656-1). Texas Transportation Institute. 48. Benz, R. J., Pike, A. M., Kuchangi, S. P., Brackett, Q. (2009). Mobile retroreflectivity best practices handbook (No. FHWA/TX-09/0-5656-P1). Texas Transportation Institute. 49. MnDOT Pavement Marking Field Guide,Minnesota Department of Transportation,2015 50. Manual on Uniform Traffic Control Devices,FHWA,2012 51. Carlson, P. J., Schertz, G., Satterfield, C., Falk, K. W., Taylor, T. (2014). Methods for Maintaining Pavement Marking Retroreflectivity (No. FHWA-SA-14-017). United States. Federal Highway Administration. Office of Safety. 52. Carlson, P. J., Schertz, G., Satterfield, C., Falk, K. W., Taylor, T. (2014). Methods for Maintaining Pavement Marking Retroreflectivity (No. FHWA-SA-14-017). United States. Federal Highway Administration. Office of Safety. 53. 高齡駕駛人駕駛執照管理制度說明. 交通部公路總局. 2016 54. 107年道路交通事故高齡者肇事及死亡人數分析. 內政部警政署. 2019 | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/78322 | - |
| dc.description.abstract | 標線為道路指引中重要指標之一,應此須具有足夠的亮度,提供駕駛人有足的指引能力,近年來國內對於道路安全的重視程度不斷提升,但對於標線的反光性能之檢測標準卻仍很稀少。為建立反光性能之檢測標準,文獻中常用方法為透過人員觀測現地標線,此方法不僅需花費大量人力與空間和時間,亦受限於標線類型與道路環境。因此本研究透過虛擬實境VR方法建置虛擬道路,並透過受試者現地實驗與VR實驗進行亮度校正,訂定回歸反射值(RL)與VR中標線反光度之轉換關係式。本研究針對20~30歲(年輕組)、40~50歲(中年組)、60歲以上(年長組)各進行30位受試者實驗,結果顯示年長者不但於視覺偵測距離最短並且群體差異也是最大,而在簡單反應時間中,年長組也需要最長的反應時間,確實60歲以上之駕駛者確實為交通設施進行設計時最需重視的族群。 根據實驗結果也提出一般限速為50公里/小時之道路至少需要90 mcd/m2/lux之標線反光性能(RL),才能夠滿足85%駕駛者需求。本研究所建置之VR擬真環境可模擬不同標線回歸反射值、車燈變化、環境變化等條件,除可訂定標線反光標準外,亦可應用於標線目視檢測訓練與國內高齡者更換駕照之體檢上,協助道路主管機關提升交通安全 | zh_TW |
| dc.description.abstract | Road marking is one of the important traffic control devices to deliver essential information, and it should have sufficient visibility to function well. In recent years, road authorities in Taiwan have noticed and improved road safety in many aspects, but the requirements of pavement markings’ reflectivity are still insufficient. In order to establish standards for reflectivity, the most commonly used method in the literature is to observe the road marking by human. This method not only requires a lot of manpower, space and time, but also is limited by the type of marking and road environment. Therefore, in this study, a virtual road was constructed by virtual reality (VR) method to simulate driving on a typical road in Taiwan. The luminance, the key factor of this simulation, was corrected by the subjects' vision testing in true and VR environment. This study focuses on 3 age groups (young, middle-aged and older adults), with 30 subjects in each group. The result shows that older people has not only the shortest visual detection distance but also the biggest variance. The olderly also needs the longest reaction time. This concludes that drivers over 60 years old are the most critical group when designing traffic control devices. According to the experimental results, the researchers also proposed that the road with a speed limit of 50 km/h requires at least 90 mcd/m2/lux of the road retroreflectivity to satisfy the needs of 85% of drivers. The VR simulation environment built in this research can simulate the conditions of different retroreflectivity levels, car lights, weather, and ambient lighting conditions. In addition to the retroreflectivity standards, it can also be applied to visual inspection training and checkup in senior driver, assisting the authorities to improve traffic safety. | en |
| dc.description.provenance | Made available in DSpace on 2021-07-11T14:51:08Z (GMT). No. of bitstreams: 1 U0001-0408202016002000.pdf: 5772371 bytes, checksum: dfbfebdcc618bb78c86e1392139680a0 (MD5) Previous issue date: 2020 | en |
| dc.description.tableofcontents | 致謝 II 摘要 III 目錄 VI 圖目錄 IX 表目錄 XI 第1章 緒論 1 1.1 研究背景與動機 1 1.2 研究目的 2 1.3 研究流程與內容 3 第2章 文獻回顧 5 2.1 標線反光與性能 6 2.1.1 玻璃珠基本之光線反射 6 2.1.2 玻璃珠折射率 7 2.1.3 標線反光性能指標 8 2.2 國內外標線反光試驗 11 2.2.1 國外現地實驗 11 2.2.2 標線反光能力與車禍相關性比較 17 2.3 國內標線反光能力現地實驗 17 2.4 國內外標線規範 18 2.4.1 標線反光指標量測規範 18 2.4.2 各國標線反光性能規範 21 2.5 量測設備之準備與介紹 24 2.5.1 反光儀介紹 24 2.5.2 儀器使用步驟 26 2.6 小結 27 第3章 實驗方法與設計 29 3.1 VR實驗介紹 29 3.1.1 VR實驗回顧 29 3.1.2 VR設備介紹 31 3.1.3 VR與回歸反射輝度係數(RL)進行校正之方法 39 3.2 VR校正現地實驗 40 3.2.1 VR校正現地實驗規劃 40 3.2.2 VR校正現地實驗結果 42 3.3 VR校正虛擬實驗 45 3.3.1 VR校正虛擬實驗規劃 45 3.3.2 VR校正虛擬結果分析 46 3.4 VR與回歸反射輝度係數(RL)關係式 48 3.5 受試者年齡分群規劃 51 3.6 VR實驗規劃 53 第4章 VR實驗結果分析 57 4.1 受試者的實驗結果進行分析 57 4.2 實驗者反應時間 67 4.2.1 受試者反應時間說明 67 4.2.2 VR受試者反應分析 70 4.3 虛擬實境中環境變化 75 4.4 最低安全亮度計算 78 4.4.1 將各年齡層安全亮度加回 78 4.4.2 最低安全亮度計算與分析 81 4.5 VR實驗變因討論 83 4.5.1 實驗變因顯著性分析 84 4.5.2 有無駕照 89 4.5.3 有無開車頻率 92 4.6 VR中標線顏色的變化與環境變化 95 4.7 VR結果分析小結 99 第5章 本研究成果之潛在應用探討 101 5.1 標線觀測員訓練 101 5.1.1 目視檢測方式 102 5.1.2 透過VR訓練觀測員 103 5.2 年長者駕照更新體檢之應用 105 5.3 VR應用小結 106 第6章 結論與建議 108 6.1 研究結論與貢獻 108 6.2 建議 110 參考資料 112 | |
| dc.language.iso | zh-TW | |
| dc.subject | 道路標線 | zh_TW |
| dc.subject | 回歸反射輝度係數RL | zh_TW |
| dc.subject | 虛擬實境 | zh_TW |
| dc.subject | 現地標線實驗 | zh_TW |
| dc.subject | VR | zh_TW |
| dc.subject | 擴散照明下之輝度係數Qd | zh_TW |
| dc.subject | 標線反光性能 | zh_TW |
| dc.subject | marking retroreflective performance | en |
| dc.subject | road marking | en |
| dc.subject | virtual reality | en |
| dc.subject | VR | en |
| dc.subject | field road marking experiment | en |
| dc.subject | Luminance Coefficient Under Diffuse | en |
| dc.subject | Illumination coefficient of retroreflected luminance | en |
| dc.title | 應用VR虛擬實境技術以探討標線反光性能 | zh_TW |
| dc.title | Virtual Reality Implementation on Retroreflective Performance of the Road marking | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 108-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 蘇育民(Yu-Min Su),廖敏志(Min-Chih Liao) | |
| dc.subject.keyword | 道路標線,虛擬實境,VR,現地標線實驗,標線反光性能,擴散照明下之輝度係數Qd,回歸反射輝度係數RL, | zh_TW |
| dc.subject.keyword | road marking,virtual reality,VR,field road marking experiment,marking retroreflective performance,Luminance Coefficient Under Diffuse,Illumination coefficient of retroreflected luminance, | en |
| dc.relation.page | 115 | |
| dc.identifier.doi | 10.6342/NTU202002387 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2020-08-11 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| dc.date.embargo-lift | 2023-08-10 | - |
| Appears in Collections: | 土木工程學系 | |
Files in This Item:
| File | Size | Format | |
|---|---|---|---|
| U0001-0408202016002000.pdf Restricted Access | 5.64 MB | Adobe PDF |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.
