Expressways in Japan
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Design Practice in Japan." Bridge Engineering Handbook
Nagai, M., Yabuki, T., Suzuki, S. "Design Practice in Japan." Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 2000 65 Design Practice in Japan 65.1 Design Design Philosophy • Load • Theory • Stability Check • Fabrication and Erection 65.2 Stone Bridges 65.3 Timber Bridges 65.4 Steel Bridges 65.5 Concrete Bridges 65.6 Hybrid Bridges 65.7 Long-Span Bridges (Honshu–Shikoku Bridge Project) Kobe–Naruto Route • Kojima–Sakaide Route • Onomichi–Imabari Route 65.8 New Bridge Technology Relating to Special Bridge Projects Masatsugu Nagai New Material in the Tokyo Wan Aqua-Line Nagaoka University of Technology Bridge • New Bridge System in the New Tohmei Meishin Expressway • Superconducting Magnetic Tetsuya Yabuki Levitation Vehicle System • Menshin Bridge on University of Ryukyu Hanshin Expressway • Movable Floating Bridge Shuichi Suzuki in Osaka City Honshu-Shikoku Bridge Authority 65.9 Summary 65.1 Design Tetsuya Yabuki 65.1.1 Design Philosophy In the current Japanese bridge design practice [1], there are two design philosophies: ultimate strength design and working stress design. 1. Ultimate strength design considering structural nonlinearities compares the ultimate load- carrying capacity of a structure with the estimated load demands and maintains a suitable ratio between them. Generally, this kind of design philosophy is applied to the long-span bridge structures with spans of more than 200 m, i.e., arches, cable-stayed girder bridges, stiffened suspension bridges, etc. 2. Working stress design relies on an elastic linear analysis of the structures at normal working loads. The strength of the structural member is assessed by imposing a factor of safety between the maximum stress at working loads and the critical stress, such as the tension yield stress © 2000 by CRC Press LLC TABLE 65.1 Loading Combinations and Their Multiplier Coefficients for Allowable Stresses No. -
Central Nippon Expressway Company Limited
OFFERING CIRCULAR CENTRAL NIPPON EXPRESSWAY COMPANY LIMITED ¥5,432,535,000,000 Euro Medium Term Note Programme Under the Euro Medium Term Note Programme described in this Offering Circular (the “Programme”), Central Nippon Expressway Company Limited (the “Issuer”), subject to compliance with all relevant laws, regulations and directives, may from time to time issue medium term notes (the “Notes”). Approval-in-principle has been received from the Singapore Exchange Securities Trading Limited (the “SGX-ST”) for the listing of Notes that may be issued pursuant to the Programme and which are agreed at or prior to the time of issue thereof to be so listed on the SGX-ST. The SGX-ST assumes no responsibility for the correctness of any of the statements made or opinions expressed or reports contained in this Offering Circular. Admission of any Notes to listing on the SGX-ST is not to be taken as an indication of the merits of the Issuer, the Programme or the Notes. Notes may also be issued on the basis that they will not be admitted to listing, trading and/or quotation by any competent authority, stock exchange and/or quotation system or that they will be admitted to listing, trading and/or quotation by such other or further competent authorities, stock exchanges and/ or quotation systems as may be agreed with the Issuer. The Notes to be issued under the Programme have been assigned a provisional credit rating of “(P)A1” by Moody’s Japan K.K. (“Moody’s”). Notes issued under the Programme may or may not be rated. -
Feelin' Casual! Feelin' Casual!
Feelin’ casual! Feelin’ casual! to SENDAI to YAMAGATA NIIGATA Very close to Aizukougen Mt. Chausu NIIGATA TOKYO . Very convenient I.C. Tohoku Expressway Only 50minutes by to NIKKO and Nasu Nasu FUKUSHIMA other locations... I.C. SHINKANSEN. JR Tohoku Line(Utsunomiya Line) Banetsu Utsunomiya is Kuroiso Expressway FUKUSHIMA AIR PORT Yunishigawa KORIYAMA your gateway to Tochigi JCT. Yagan tetsudo Line Shiobara Nasu Nishinasuno- shiobara shiobara I.C. Nishi- nasuno Tohoku Shinkansen- Kawaji Kurobane TOBU Utsunomiya Line Okukinu Kawamata 3 UTSUNO- UTSUNOMIYA MIYA I.C. Whole line opening Mt. Nantai Kinugawa Jyoutsu Shinkansen Line to traffic schedule in March,2011 Nikko KANUMA Tobu Bato I.C. Utsunomiya UTSUNOMIYA 2 to NAGANO TOCHIGI Line TOCHIGI Imaichi TSUGA Tohoku Shinkansen Line TAKA- JCT. MIBU USTUNOMIYA 6 SAKI KAMINOKAWA 1 Nagono JCT. IWAFUNE I.C. 1 Utsunomiya → Nikko JCT. Kitakanto I.C. Karasu Shinkansen Expressway yama Line HITACHI Ashio NAKAMINATO JR Nikko Line Utsunomiya Tohoku Shinkansen- I.C. I.C. TAKASAKI SHIN- Utsunomiya Line TOCHIGI Kanuma Utsunomiya Tobu Nikko Line IBARAKI AIR PORT Tobu Motegi KAWAGUCHI Nikko, where both Japanese and international travelers visit, is Utsuno- 5 JCT. miya MISATO OMIYA an international sightseeing spot with many exciting spots to TOCHIGI I.C. see. From Utsunomiya, you can enjoy passing through Cherry Tokyo blossom tunnels or a row of cedar trees on Nikko Highway. Utsunomiya Mashiko Tochigi Kaminokawa NERIMA Metropolitan Mibu I.C. Moka I.C. Expressway Tsuga I.C. SAPPORO JCT. Moka Kitakanto Expressway UENO Nishikiryu I.C. ASAKUSA JR Ryomo Line Tochigi TOKYO Iwafune I.C. Kasama 2 Utsunomiya → Kinugawa Kitakanto Expressway JCT. -
Examples of Bridge Damage on Metropolitan Expressway Discovered by Emergency Structural Inspections After the Tohoku Earthquake
EXAMPLES OF BRIDGE DAMAGE ON METROPOLITAN EXPRESSWAY DISCOVERED BY EMERGENCY STRUCTURAL INSPECTIONS AFTER THE TOHOKU EARTHQUAKE Tsuyoshi KOSUGI 1 Takehiko HATSUKU 2 Masaru SHIMONISHI 3 Abstract The Tohoku Earthquake on March 11, 2011 (Heisei 23) was observed to be seismic intensity 5 Upper by the JMA intensity scale even in the Tokyo Metropolitan area, which is more than 300 km from the epicenter. Even the Metropolitan Expressway took heavy damage centered on the coastal regions where the shaking was strong. In this article, we introduce the results of the emergency inspections of the Metropolitan Expressway conducted after the earthquake and examples of the damage discovered. From the bridge pier inspections targeting bearings and earthquake-resistance reinforcements, it is clearly necessary to focus on damage around bearings when elevated bridges have major curvature or inclination such as in junctions, as well as when piers are steel structures. In addition, considerable surface difference in level was observed in areas where the piers were constructed on reclaimed land, and the reason is thought cavities that occurred by land subsidence before the earthquake become larger as a result of the earthquake. 1. Introduction The world's largest magnitude 9.0 earthquake, with an epicenter off the Sanriku coast in the Pacific Ocean, struck Japan on March 11, 2011. Not only was there damage from the tremors of this earthquake's seismic motion, but Japan witnessed the greatest disaster in her history due to the effects from the giant tsunami that hit the Pacific coast of the Tohoku region. This earthquake was observed to be seismic intensity 5 Upper even in the Tokyo Metropolitan area, which is more than 300 km from the epicenter (Figure 1-1). -
History of the Chiba Bank Group
Summary History of the Chiba Bank Group Since its establishment in 1943, we have continued to grow in step with the region by actively March 2019 responding to financial needs generated by the development of Chiba Prefecture. Capital stock: ¥145 billion 6.26 Number of employees: 4,224 million people Number of branches: 185 Deposits: ¥12,333.4 billion Former Head Office Current Head Office Loans and Bills Discounted: 2014.3 (millions of people) (¥ trillion) Balance of loans ¥10,136.8 billion Total deposits 7 12 Balance of deposits reached ¥10 trillion Population of Chiba Prefecture 6 10 March 1943 (at the time of establishment) 5 Capital stock: ¥10 million 1988.9 Number of employees: 725 Total deposits 8 Number of branches: 70 reached Deposits: 4 ¥247.02 million ¥5 trillion Loans and Bills Discounted: 1.62 ¥51.59 million 6 million people 3 1983.3 Total deposits reached ¥3 trillion 4 2 1975.9 Total deposits reached ¥1 trillion 2 1 1963.9 Total deposits reached ¥100 billion 0 0 1943.3 1953.3 1963.3 1973.3 1983.3 1993.3 2003.3 2013.3 2019.3 Our Transition 1943.3 1960- 1970.10 Founded as a result of the merger of Chiba Deposits and loans grew in Listed on the 2nd section of the Tokyo Stock Godo Bank, Omigawa Agricultural and response to high economic growth Exchange (changed to 1st section in August 1971) Commercial Bank, and the Kujuhachi Bank 1964.2 1971.10 Started the first online system Set a sunflower as the bank flower 1973.3 Built the new Head Office building and relocated the Head Office from Chuo to Chiba-minato Flow of Society 1941-1945 -
And Sub-Structures of Elevated Highways in the Kobe, Ashiya, and Nishinomiya Area
SPECIAL ISSUE OF SOILS AND FOUNDATIONS 189-200, Jan. 1996 Japanese Geotechnical Society FOUNDATION DAMAGE OF STRUCTURES TAMOTSU MATSUIO and KAZUHIRO ODAii) ABSTRACT The 1995 Hyogoken-Nambu earthquake caused heavy damage to many super- and sub-structures of elevated highways in the Kobe, Ashiya, and Nishinomiya area. The majority of the elevated highways are founded on piles, most of which are cast-in-place reinforced large diameter concrete bored piles. The bore-hole television (BHTV) system was the most reliable method applied to the inspection of the soundness of cast-in-place bored piles. It was revealed that some cracks occur not only around the top of a pile but also between the pile top and tip. It was also noted that the degree of pile damage does not necessarily correspond to that of super- and sub-structures. In addition, the lateral resistance of damaged piles is discussed herein, based on the results of an available full-scale static load test on a pile group. Some case histories of raft foundations, caisson foundations, steel pipe pile foundations and precast prestressed concrete pile foundations are presented. Finally, it was concluded that the foundation damage to structures is sometimes caused not only by seismic force of super- and sub-structures, but also by liquefaction and/or lateral flow of the subsoil below the ground surface. Key words: caisson, cast-in-place pile, deep foundation, earthquake damage, foundation, pile, shallow foundation, (IGC: H1) geotechnical engineering, but also including considera- INTRODUCTION tion of the methods of restoration. The 1995 Hyogoken-Nambu earthquake was the larg- est to occur so far in a highly urban area. -
Tokyo 2020 TDM -Games Transportation in Metropolitan Activities- Table of Contents
Tokyo 2020 TDM -Games transportation in metropolitan activities- Table of Contents 1. Overview of Tokyo 2020 Games (Traffic Forecast) 1-1) TDM 1-2) 2020 Traffic Restrictions 2. Requested corporate efforts 2-1) Requested Efforts 2-2) Efforts in Summer of 2019 2-3) Verification (References) • Examples (London, G20, etc.) • Traffic Restrictions (G20 and Others, Road Competitions) • Traffic Forecast (Map of Games influence on Transport) • Others 1 1. Overview of Tokyo 2020 Games (Traffic Forecast) 1-2) 2020 Traffic Restrictions (ORN, Personnel Transportation Routes) 2 Examples from Past-Games (London 2012; TDM PR, For General Users) 3 Examples from Past-Games (London 2012; TDM PR For Corporations) 4 Competition schedule and the scale of the games Olympics Paralympics July 24, 2020 (Friday) August 25, 2020 (Tuesday) Period to August 9 (Sunday) to September 6 (Sunday) (17 Days) (13 Days) No. of 33 22 Competitions [Athletes] Approx. 11,000 No. [Athletes] Approx. 4,400 [Spectators] Approx. 7.8 million people [Spectators] Approx. 2.3 million people of [Media Representatives] [Media Representatives] Approx. 9,500 people Visitors Approx. 25,000 people 5 Time Periods That Require Intensive Efforts [2020 Calendar] Olympics: July 24 to August 9 Paralympics: August 25 to September 6 Sun Mon Tue Wed Thu Fri Sat Opening Ceremony Period when there is an Marine Day Sports Day Bicycle (Umi No Hi) annual increase in quantity Competition before Obon. (An annual Bicycle Buddhist event for Triathlon Triathlon Walking Race Triathlon Competition commemorating one's ancestors) Marathon Walking Race Walking Race Closing Ceremony Mountain Day Marathon (Yama No Hi) Period When Traffic Opening Triathlon Measures are Ceremony Particularly Required Triathlon Closing Ceremony Returning equipment including equipment used at games returned to Marathon each country * From 2020, Physical Education Day (Taiiku No Hi) will be changed to Sports Day. -
The Chiba Bank, Ltd. Integrated Report 1-2, Chiba-Minato, Chuo-Ku, Chiba-Shi, Chiba 260-8720, Japan Phone: 81-43-245-1111 2019
The Chiba Bank Integrated Report 2019 The Chiba Bank, Ltd. Integrated Report 1-2, Chiba-minato, Chuo-ku, Chiba-shi, Chiba 260-8720, Japan Phone: 81-43-245-1111 https://www.chibabank.co.jp/ 2019 005_9326487911909.indd 1-3 2019/09/26 11:52:20 Introduction Our Philosophy Corporate Data The Chiba Bank, Ltd. As of March 31, 2019 Aiming to be Principal Shareholders Introduction the “best retail” banking group The ten largest shareholders of the Bank and their respective shareholdings as of March 31, 2019 were as follows: Number of Shares Percentage of Total (in thousands)*1 Shares Issued*2 (%) The Master Trust Bank of Japan, Ltd. (Trust Account) 52,123 6.84 that provides top-class satisfaction Japan Trustee Services Bank, Ltd. (Trust Account) 36,583 4.80 Nippon Life Insurance Company 26,870 3.52 and is highly regarded by The Dai-ichi Life Insurance Company, Limited 26,230 3.44 Sompo Japan Nipponkoa Insurance Inc. 18,537 2.43 Meiji Yasuda Life Insurance Company 18,291 2.40 Summary customers of the region SUMITOMO LIFE INSURANCE COMPANY 17,842 2.34 MUFG Bank, Ltd. 17,707 2.32 STATE STREET BANK AND TRUST COMPANY 505223 15,001 1.97 Japan Trustee Services Bank, Ltd. (Trust Account 5) 13,702 1.79 Excluded from the figures above are 79,121 thousand treasury shares in the name of the Chiba Bank, Ltd. (Excludes one thousand shares which, although registered in the name of the Chiba Bank, Ltd. on the shareholder list, are not actually owned by the Bank.) *1 Rounded down to the nearest thousand Management Policy *2 Rounded down to two decimal places “Sustainable -
Features of Sakai City
Features of Sakai City Topic J-GREEN Sakai Topic Amazing night view: Osaka Bay Area Location Environment Boasting one of the largest facilities in Sakai Semboku Coastal An Advanced City Japan, J-GREEN Sakai is Sakai City’s Industrial Zone Low-carbon energy generation base national soccer training center, where This is one of the best factory night view with a Long Tradition of people can fully engage in various spots in the Osaka Bay area! A magical night view on an overwhelming Large-scale logistics hub sports and recreation activities. Manufacturing scale that resembles a space station illuminating the dark night. Sakai city is approximately divided into 4 areas, the waterfront, urban, suburban, and residential and greenery areas. Transportation infrastructure is becoming so more convenient and well connected with Kansai International Airport that many logistics companies invest in waterfront area recently including foreign affiliated one. Location Potential in the Waterfront Area Sakai is also blessed with academic institutions including Osaka Prefecture University and Kansai University, and business support facilities for small- and medium-sized companies such as the Sakai City Industrial Promotion Center. Such as the Sakai City Industrial Promotion Center, and the Izumi Center of the Osaka Research Institute of Industrial Science and Technology which provides scientific and technological support. ■ Forming a Low-Carbon Energy Generation Base Sakai City has been promoting energy saving with advanced and Features of the Sakai City Area innovative technologies, as well as utilizing various renewable and next-generation energy production techniques, such as large-scale solar power and biomass fuel, to drastically reduce greenhouse gas emissions. -
The Railway Market in Japan
www.EUbusinessinJapan.eu The Railway Market in Japan September 2016 Lyckle Griek EU-JAPAN CENTRE FOR INDUSTRIAL COOPERATION - Head office in Japan EU-JAPAN CENTRE FOR INDUSTRIAL COOPERATION - OFFICE in the EU Shirokane-Takanawa Station bldg 4F Rue Marie de Bourgogne, 52/2 1-27-6 Shirokane, Minato-ku, Tokyo 108-0072, JAPAN B-1000 Brussels, BELGIUM Tel: +81 3 6408 0281 - Fax: +81 3 6408 0283 - [email protected] Tel : +32 2 282 0040 –Fax : +32 2 282 0045 - [email protected] http://www.eu-japan.eu / http://www.EUbusinessinJapan.eu / http://www.een-japan.eu www.EUbusinessinJapan.eu Contents 1. Executive summary .................................................................................................................................................... 2 2. Introduction ............................................................................................................................................................... 3 3. Market structure........................................................................................................................................................ 4 a. Network overview (technical characteristics) ...................................................................................................... 4 b. Public & private operators .................................................................................................................................... 6 c. Large operators ................................................................................................................................................... -
Investor Presentation Material
9th Fiscal Period (Fiscal Period Ended January 31, 2021) Investor Presentation Material Mitsui Fudosan Logistics Park Inc. (MFLP-REIT) March 12, 2021 Securities Code 3471 Table of Contents 1. Highlights 3. ESG Initiatives 1-1 Operating Highlights …… P3 3-1 Initiatives of Mitsui Fudosan Group …… P32 1-2 External Growth …… P4 3-2 Initiatives of MFLP-REIT and Asset Management …… P33 1-3 Internal Growth …… P9 Company – ESG Promotion Framework 1-4 Financial Strategy …… P10 3-3 Initiatives of MFLP-REIT and Asset Management …… P34 1-5 Initiatives for ESG …… P11 Company – Topics 1-6 DPU growth …… P12 3-4 Initiatives of MFLP-REIT – for Environment …… P35 1-7 9th Fiscal Period (Ended January 2021) P/L …… P13 3-5 Initiatives of MFLP-REIT – for Society …… P36 1-8 10th Fiscal Period (Ending July 2022) Earnings …… P14 3-6 Initiatives of MFLP-REIT – for Governance …… P37 Forecast 4. Market Overview 4-1 Market Overview …… P39 2. Growth Strategy of MFLP-REIT 5. Appendix 2-1 Continuous Growth through a strategic partnership …… P16 • Our Portfolio …… P45 with Mitsui Fudosan • Individual Property Income Statement for 9th Fiscal Period …… P47 2-2 Four Roadmaps to Stable Growth and Trajectory …… P18 • Appraisal Summary for the End of 9th Fiscal Period …… P48 of Growth • Statement of Income and Balance Sheet …… P49 2-3 Four Roadmaps to Enable Continued Stable Growth …… P19 • Distribution after Adjustment of Temporary Effects …… P50 2-4 External Growth Strategy …… P21 • Investment Unit Price Trends/Status of Unitholders …… P51 2-5-1 Location …… P23 • Mitsui Fudosan’s Major Development/Operation Track …… P52 2-5-2 Quality …… P25 Record 2-5-3 Balance …… P26 2-6 Internal Growth Strategy …… P27 Notes on Matters Stated in This Document …… P53 2-7 Financial Strategy …… P29 Disclaimer 1 1. -
NEXCO East Annual Report 2018
NEXCO East Annual Report 2018 In consideration of the environment, this report uses FSC® certified pa- per and printing ink that doesn’t contain volatile organic compounds, Annual Report 2018 along with printing that uses the “waterless printing” method, which doesn’t require dampening solutions including alkaline developing solu- East Nippon Expressway Company Limited tions and isopropyl alcohol. In addition,“universal design fonts” are em- ployed in this document, taking into consideration ease of reading. Shin-Kasumigaseki Building, 3-2, Kasumigaseki 3-chome, Chiyoda-ku, Tokyo 100-8979, Japan (General reception on 15th Floor) NEXCO East Customer Center +81-570-024-024 / +81-3-5338-7524 https://www.e-nexco.co.jp/en/ ●●●●●●● (Issued in September 2018) NEXCO East Annual Report TOP COMMITMENT 2018 NEXCO East Group engages in the construction, management and CONTENTS operation of expressways, rest areas, and other expressway-related ■ TOP COMMITMENT ………………………………………………………… 1 businesses in the eastern part of Japan, from the Kanto region to ■ Business Areas of NEXCO East ………………………………………… 3 Hokkaido, Niigata, and Nagano. ■ Management Principles of NEXCO East Group ……………………… 4 For the purpose of achieving a sustainable society that extends beyond ■ Company Profile ……………………………………………………………… 5 the framework of regions, countries, and generations, NEXCO East Group strives to create the value of“connections” and will continue to ■ TOP MESSAGE ………………………………………………………………… 7 grow as a company that contributes to all stakeholders. ■ 2025 Long-term Vision