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ISSN 0078－6659 MEMOIRS OF THE FACULTY OF ENG THE FACULTY MEMOIRS OF MEMOIRS OF THE FACULTY OF ENGINEERING OSAKA CITY UNIVERSITY INEERING OSAKA CITY UNIVERSITY VOL. 60 DECEMBER 2019 VOL. 60. 2019 PUBLISHED BY THE GRADUATE SCHOOL OF ENGINEERING OSAKA CITY UNIVERSITY 1911-0402大阪市立大学 工学部 工学部英文紀要VOL.60（2019） 1-4 見本 スミ 㻌 㻌 㻌 㻌 㻌 㻌 㻌 㻌 㻌 This series of Memoirs is issued annually. Selected original works of the members 㻌 of the Faculty of Engineering are compiled in the first part of the volume. Abstracts of 㻌 㻌 papers presented elsewhere during the current year are compiled in the second part. List 㻌 of conference presentations delivered during the same period is appended in the last part. 㻌 All communications with respect to Memoirs should be addressed to: 㻌 Dean of the Graduate School of Engineering 㻌 Osaka City University 㻌 3-3-138, Sugimoto, Sumiyoshi-ku 㻌 Osaka 558-8585, Japan 㻌 㻌 Editors 㻌 㻌 㻌 Akira TERAI Hayato NAKATANI This is the final print issue of “Memoirs of the Faculty of Engineering, Osaka City Masafumi MURAJI University.” This series of Memoirs has been published for the last decade in print edition as Daisuke MIYAZAKI well as in electronic edition. From the next issue, the Memoirs will be published only Hideki AZUMA electronically. The forthcoming issues will be available at the internet address: Tetsu TOKUONO https://www.eng.osaka-cu.ac.jp/en/about/publication.html. The past and present editors take Toru ENDO this opportunity to express gratitude to the subscribers for all their support and hope them to keep interested in the Memoirs. 1911-0402大阪市立大学 工学部 工学部英文紀要VOL.60（2019） 2-3 スミ MEMOIRS OF THE FACULTY OF ENGINEERING OSAKA CITY UNIVERSITY VOL. 60 DECEMBER 2019 CONTENTS Regular Articles ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 1 Urban Engineering Urban Design and Engineering Current and Future Situations of Automatic Driving in China and Japan HAINAER BULATAI and Takashi UCHIDA ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 1 Evaluation of Road Space Reallocation Arrangement and Rest Space Installation for Pedestrians and Cyclists Using the Level of Service Concept on Midosuji Boulevard Haruka KAWACHI, Nagahiro YOSHIDA, Pola BERENT ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 13 Vital Reactions as a Measure of Stress Levels in Bicycle Riders According to Degree of Task Katsumasa TATSUNO and Nagahiro YOSHIDA ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 19 Abstracts of Papers Published in Other Journals ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 27 Mechanical and Physical Engineering Mechanical Engineering ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 29 Electronics and Informatics Applied Physics and Electronics ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 38 Electric and Information Engineering ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 50 Applied Chemistry and Bioengineering Applied Chemistry and Bioengineering ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 52 Urban Engineering Architecture and Building Engineering ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 70 Urban Design and Engineering ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 73 List of Presentations at International Conferences ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 85 Mechanical and Physical Engineering Mechanical Engineering ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 87 Electronics and Informatics Applied Physics and Electronics ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 88 Applied Chemistry and Bioengineering Applied Chemistry and Bioengineering ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 92 Urban Engineering Urban Design and Engineering ꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏꞏ 97 ISSN 0078－6659 MEMOIRS OF THE FACULTY OF ENGINEERING OSAKA CITY UNIVERSITY ―――――――― VOL. 60 ―――――――― DECEMBER 2019 PUBLISHED BY THE GRADUATE SCHOOL OF ENGINEERING OSAKA CITY UNIVERSITY Current and Future Situations of Automatic Driving in China and Japan HAINAER BULATAI* and Takashi UCHIDA** (Received 2FWREHU 31, 2019) Synopsis Conducting social acceptance surveys in Japan and China requires understanding of the current situation of automatic driving technology and the difficulties posed by transmission of future technologies. To analyze the status quo and to assess differences in automatic driving in China and Japan, this research begins with assessment of the three basic technologies of automatic driving. Then identification technology, programming technology, and control technology are analyzed by comparing the equipment of intelligent auxiliary systems of companies in China, Japan, and the United States. By analyzing the current state of development, the company plans can indicate the future of automatic driving. KEYWORDS: Automatic driving, Control, Planning, Recognition technology, V2X 1. Research Background Transportation services have evolved over time and have greatly affected people's lives and urban activities. Automatic driving technology, including artificial intelligence technology, is expected to be realized in the future. Most fatal accidents result from driver error. The practical use of automatic driving is therefore expected to reduce driver-related traffic accidents considerably. Two main types of automatic driving technologies are expected to reduce traffic congestion and to strengthen international competitiveness. “Automatic” driving uses sensors and cameras attached to the car while sensing pedestrians and obstacles, along with road surface information such as roads, signs, and signals. "Infrastructure cooperation" can hold the city together and protect safety. Comparison of self-regulated cars developed by Alphabet Inc. and Uber Technologies Inc. shows that the coordination type is more dependent on the construction of infrastructure. Smart city infrastructure is being built in several countries. Shanghai particularly has launched a new smart city construction policy. Current automatic driving technologies cannot cope with complex traffic conditions. All problems cannot be solved by each vehicle. Therefore, automatic driving technology and transportation systems should be regarded together. In economically developed countries, road development and infrastructure development are fundamentally completed. Maintenance is almost impossible. Viewed in that light, infrastructure development has not been completed in China and other intermediate countries that are expected to realize “automatic” automatic driving. Nevertheless, in China, where there is a demand for urban development, it is reportedly more efficient to develop it as a set with automatic operations as a whole. Furthermore, using not only visual information such as green and red traffic lights, but also information such as signal change timing and road congestion, vehicles will be able to adjust speed efficiently. The best automatic driving technology method must be chosen based on infrastructure development and road development in Japan and China. 2. Research Purpose and Method By grasping the main technologies for automatic driving, technologies that can be realized in 10 years are * Student, Master Course of Department of Urban Engineering ** Professor, Department of Urban Engineering －1－ predicted by the roadmap of companies in Japan and China. For different regions in Japan (city, region) and China (observation, center, northwest region), infrastructure development, inputs of social capital, traffic demand, etc. can be predicted. Future difficulties posed by dissemination of automatic driving technology are forecast. Future studies will administer social acceptance surveys of Japan (city, region) and China (coastal, central, and northwest) after assessment of the current status of automatic driving technology and difficulties faced by future technology transmission. For this study, based on the present circumstances in each country1)-3), literature search, and analyses of the automatic driving technology used by each company4)-10), the potential for future systems is predicted. 3. Main Technology of Automatic Driving The automatic driving system senses the surrounding environment of the vehicle based on the environment sensing technology, and independently controls the steering and speed of the vehicle through the vehicle center computer according to the information obtained by the sensing, so that the vehicle can safely and reliably travel and reach the predetermined destination. The key technologies of automatic driving are recognition technology and control technology. Recognition technology is the basis of driverless driving. Vehicle control technology is the core of driverless driving, including trajectory planning and control execution. The two technologies complement each other to form the key technology of intelligent driving vehicles. The system composition is shown in Figure 1. Figure 1: Overall relevance of automatic driving technology. 3.1 Recognition technology Automatic driving technology acquires and processes environmental information mainly for state recognition and V2X（Vehicle-to-everything .communication is the passing of information from a vehicle to any entity that may affect the vehicle, and vice versa. It is a vehicular communication system that incorporates other more specific types of communication as V2I (vehicle-to-infrastructure), V2N (vehicle-to-network), V2V (vehicle-to-vehicle), V2P (vehicle-to-pedestrian), V2D (vehicle-to-device)
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    Paycheck Protection Program Loans Loan Amount Business Name Headquarters City a $5-10 million ABO LEASING CORPORATION PLYMOUTH a $5-10 million ACMS GROUP INC CROWN POINT a $5-10 million ALBANESE CONFECTIONERY GROUP, INC. MERRILLVILLE a $5-10 million AMERICAN LICORICE COMPANY LA PORTE a $5-10 million AMERICAN STRUCTUREPOINT, INC. INDIANAPOLIS a $5-10 million ASH BROKERAGE, LLC FORT WAYNE a $5-10 million ASHLEY INDUSTRIAL MOLDING, INC. ASHLEY a $5-10 million BEST CHAIRS INCORPARATED FERDINAND a $5-10 million BIOANALYTICAL SYSTEMS, INC. WEST LAFAYETTE a $5-10 million BLUE & CO LLC CARMEL a $5-10 million BLUE HORSESHOE SOLUTIONS INC. CARMEL a $5-10 million BRAVOTAMPA, LLC MISHAWAKA a $5-10 million BRC RUBBER & PLASTICS INC FORT WAYNE a $5-10 million BTD MANUFACTURING INC BATESVILLE a $5-10 million BUCKINGHAM MANAGEMENT, L.L.C. INDIANAPOLIS a $5-10 million BYRIDER SALES OF INDIANA S LLC CARMEL a $5-10 million C.A. ADVANCED INC WAKARUSA a $5-10 million CFA INC. BATESVILLE a $5-10 million CINTEMP INC. BATESVILLE a $5-10 million CONSOLIDATED FABRICATION AND CONSTRUCTORS INC GARY a $5-10 million COUNTRYMARK REFINING & LOGISTICS LLC MOUNT VERNON a $5-10 million CROWN CORR, INC. GARY a $5-10 million CUNNINGHAM RESTAURANT GROUP LLC INDIANAPOLIS a $5-10 million DECATUR COUNTY MEMORIAL HOSPITAL GREENSBURG a $5-10 million DIVERSE STAFFING SERVICES, INC. INDIANAPOLIS a $5-10 million DRAPER, INC. SPICELAND a $5-10 million DUCHARME, MCMILLEN & ASSOCIATES, INC. FORT WAYNE a $5-10 million ELECTRIC PLUS, INC AVON a $5-10 million ENVIGO RMS, LLC INDIANAPOLIS a $5-10 million ENVISTA, LLC CARMEL a $5-10 million FLANDERS ELECTRIC MOTOR SERVICE INC EVANSVILLE a $5-10 million FOX CONTRACTORS CORP FORT WAYNE a $5-10 million FUSION ALLIANCE, LLC CARMEL a $5-10 million G.W.
  • The Do-Gooder Donation Hat Knitting Pattern This Pattern Is Copyright Little Red Window Design 2016 and Is Intended for Personal Use Only

    The Do-Gooder Donation Hat Knitting Pattern This Pattern Is Copyright Little Red Window Design 2016 and Is Intended for Personal Use Only

    the do-gooder Donation Hat knitting pattern This pattern is copyright Little Red Window Design 2016 and is intended for personal use only. Please do not distribute, reproduce or sell this pattern or sell items made from this pattern. You can find step by step photos at: littleredwindow.com/knitting-patterns The Do-Gooder Hat Free Knitting Pattern for Donations Sizes: 0-3 months (6 months, 12 -24 months, Child) Gauge: 16 stiches = 4 inches US 10 16" or 12" circular knitting needles US 10 double pointed needles Bulky weight yarn (I used Lion Brand Tonal, but I also love their Baby's First and Homespun yarns) Yarn needle Using a long-tail cast on, cast on 40 (48, 56, 64) stitches on your circular needles. Join to knit in the round and k1, p1 in a rib stitch for 5 rounds. Then knit all rounds until the hat is 4(4 1/2, 5, 5 1/2) inches long. Decrease (distribute stitches among 3 double pointed needles and knit with the 4th): Round 1: (k6, k2tog) and repeat to the end of the round. Round 2: Knit all stitches Round 3: (k5, k2tog) and repeat to the end of the round. Round 4: Knit all stitches Round 5: (k4, k2tog) and repeat to the end of the round. Round 6: Use the fourth double pointed needle to knit all stitches for one round. Round 7: (k3, k2tog) and repeat to the end of the round. Round 8: Knit all stitches to the end of the round Round 9: (k2, k2tog) and repeat to the end of the round.
  • Flood Loss Model Model

    Flood Loss Model Model

    GIROJ FloodGIROJ Loss Flood Loss Model Model General Insurance Rating Organization of Japan 2 Overview of Our Flood Loss Model GIROJ flood loss model includes three sub-models. Floods Modelling Estimate the loss using a flood simulation for calculating Riverine flooding*1 flooded areas and flood levels Less frequent (River Flood Engineering Model) and large- scale disasters Estimate the loss using a storm surge flood simulation for Storm surge*2 calculating flooded areas and flood levels (Storm Surge Flood Engineering Model) Estimate the loss using a statistical method for estimating the Ordinarily Other precipitation probability distribution of the number of affected buildings and occurring disasters related events loss ratio (Statistical Flood Model) *1 Floods that occur when water overflows a river bank or a river bank is breached. *2 Floods that occur when water overflows a bank or a bank is breached due to an approaching typhoon or large low-pressure system and a resulting rise in sea level in coastal region. 3 Overview of River Flood Engineering Model 1. Estimate Flooded Areas and Flood Levels Set rainfall data Flood simulation Calculate flooded areas and flood levels 2. Estimate Losses Calculate the loss ratio for each district per town Estimate losses 4 River Flood Engineering Model: Estimate targets Estimate targets are 109 Class A rivers. 【Hokkaido region】 Teshio River, Shokotsu River, Yubetsu River, Tokoro River, 【Hokuriku region】 Abashiri River, Rumoi River, Arakawa River, Agano River, Ishikari River, Shiribetsu River, Shinano
  • Programme for Web Announcement-E

    Programme for Web Announcement-E

    Building ASEAN Identity on a Transnational Dimension Programme (TBC) 7 March (Thursday) 09:30 – 10:20 Opening Session Opening Remarks: Prof. Shotaro Yachi, Special Advisor to the Cabinet (TBC) Dr. David Malone, Rector of the United Nations University (TBC) Representative from ASEAN (TBC) Keynote speech: Professor Yasushi Kikuchi, Visiting Professor, UNU-ISP, Professor Emeritus, Waseda University 10:20 – 11:30 Session I: Moderator: Vesselin Popovski, Senior Academic Programme Officer (UNU-ISP) Perspectives from Vietnam Madam Ton Nu Thi Ninh, President, Tri Viet Institute for International Studies and Exchange, Ton Duc Thang University Perspectives from Thailand Dr. Ketkanda Jaturongkachoke, the School of Language and Communication, National Institute of Development Administration (NIDA) Perspectives from Singapore Ambassador Ong Keng Yong, Singapore High Commission in Kuala Lumpur Discussion 11:30 – 11:50 Coffee Break 11:50 – 13:00 Session II: Moderator: Madoka Futamura, Academic Programme Officer (UNU-ISP) Perspectives from Philippines Dr. Wilfrido Villacorta, Professor Emeritus, De La Salle University, Former Ambassador to ASEAN Perspectives from Myanmar Ms. Moe Thuzar, Lead Researcher, ASEAN Studies Centre, Institute of Southeast Asian Studies Perspectives from Malaysia Dr. Rahmat Mohamad, Secretary General, Asian African Legal Consultative Organization Discussion 1 13:00 – 14:30 LUNCH TIME 14:30 – 15:55 Session III: Moderator: Dr. Yuichi Sekiya (University of Tokyo) Perspectives from Laos Dr. Soukanh Chithpanya, Associate Professor,
  • 2591ES | 3391ES | 4191ES Scissor Lift

    2591ES | 3391ES | 4191ES Scissor Lift

    Introduction. 1 Safety. 2 Safety Alert Symbols . 3 Fall Protection . 4 Electrocution Hazard . 5 Tip-over Hazards. 6 Fall Hazards . 7 Collision Hazards . 7 Additional Safety Hazards. 8 Battery Safety . 8 Jobsite Inspection . 9 Function Tests. 9 Operating Instructions . 10 Prestart. 10 Base Controls Operation and Test . 11 Platform Control Operation and Test . 12 Joystick Operation . 12 Outrigger Operation (optional). 15 Shutdown Procedure . 15 Emergency Systems. 16 Emergency Lowering – 2591ES – 3391ES . 16 Emergency Lowering – 4191ES. 16 Deck Extension . 17 Fold Down Platform Railings . 18 Machine Inspections and Maintenance . 20 Pre-Start Inspection Checklist . 21 Monthly Inspection Checklist . 22 Quarterly Inspection Checklist . 23 Maintenance . 25 Routine Maintenance . 26 Scheduled Maintenance . 26 ART_2849 Maintenance Lock . 26 Lubrication . 27 2591ES | 3391ES | 4191ES Battery Charger . 28 Component Locations. 30 Scissor Lift Warning and Instructional Decals . 34 2591ES Serial #11400001 – up Troubleshooting. 36 3391ES Serial #11500001 – up Transport and Lifting Instructions.. 38 4191ES Serial #11600001 – up Loading . 38 Lifting and Tie Down Instructions . 40 91831 December 2008 —Specifications— 2591ES 3391ES 4191ES Working Height* 31 FT* 9.62 m* 39 FT* 12.06 m* 47 FT* 14.50 m* Platform Height 25 FT 7.62 m 33 FT 10.06 m 41 FT 12.50 m Platform Entry Height 57 IN 1.45 m 66 IN 1.67 m 74 IN 1.88 m Stowed Height Rails Up 100.5 IN 2.55 m 109.5 IN 2.78 m 119 IN 3.02 m Rails Folded Down 71 IN 1.80 m 79 IN 2.01 m 87.5 IN 2.22 m Maximum Number