Title Urban Policy in Postwar Tokyo: Features and Lssues Author(S) 青山
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MY TOWN We Interviewed Mr
Special Edition Hello! Nice One! Hello! Nice One! No.27, 28, 29, 30 Vol.7 Vol.9 issued on March 2015 Mr. Campbell Cleland Mr. Ali Ghanizadeh Minato City held Disaster Prevention Drills MY TOWN We interviewed Mr. challenging and develop my career, I found an IT-related job at in this area for a while longer. I still have a way to go, but I would We asked Mr. Ali Ghanizadeh, a trader in Persian carpets the wonderful traditional culture of this country. When I learned people who die in poverty without receiving livelihood assistance. (Akasaka area) Campbell Cleland who the Aichi World Exposition, following which I transitioned into like to spend my retirement years in New Zealand. For example, in Akasaka, about his impressions of Akasaka and Aoyama that the Japanese political system had not been forced upon the In Iran, we value ties among people strongly and everyone treats violence, but had been based on the democratic ideas since the each other like a member of their family. It’s not unusual to be came to Japan from the field of foreign exchange. I stayed in that position for several if you want to do anything in Japan (like tennis or golf), advance and the differences between his home country of Iran and On Sunday 2nd of November 2014, Minato City New Zealand 23 years years, providing support to customers in Japanese over the reservations are required, but in New Zealand you can just take Japan. Edo period, I felt that my understanding of Japan had become served a meal in a stranger’s home. -
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). -
Construction of Ueno–Tokyo Line
Special Feature Construction of Ueno–Tokyo Line JR East Construction Department Introduction to support through services between the Utsunomiya, Takasaki, Joban, and Tokaido lines (Fig. 1). The Council East Japan Railway Company (JR East) has a wide-ranging for Transport Policy Report No. 18 published in January operations area from Kanto and Koshin’etsu to Tohoku. When 2000, targeted opening of the Ueno–Tokyo Line (A1) by JR East was established in 1987, traffic conditions on most 2015. In November 2007, the Minister of Transport gave sections of conventional (narrow-gauge) lines in the Tokyo permission to change the basic plan to a plan for laying area, including major sections of lines radiating from central new tracks between Tokyo Station and Ueno Station and Tokyo (Tokaido, Chuo, Joban, Sobu lines), the Yamanote then permission was given in March 2008 to change the Line, etc., had morning rush-hour congestion rates in excess railway facilities. Construction started in May 2008 and was of 200%. As a result, enhancing transportation capacity completed in about 6 years. The line opened on 14 March to alleviate congestion was a major issue. Furthermore, 2015, following 5–month training run. with subsequent diversification of values accompanying social changes, users’ railway needs went beyond merely Expected Effects alleviating congestion to shorter travel times and improved comfort while travelling, etc., so problems related to Alleviating congestion on Yamanote and Keihin-Tohoku improving transportation in the Tokyo area also diversified. In lines this context, JR East has taken various initiatives to improve The sections between Ueno Station and Okachimachi the quality of railway services. -
Urban Expressway
Urban Expressway Roads for automobile exclusive use separated from open roads without crossing at grade are necessary to alleviate automobile congestion and eliminate through traffics from open roads. The Tokyo Metropolitan Government started the study in 1951, the Urban Expressway Network of 8 Routes, road with a length of approx. 71km, was approved as the City Planning for the first time in August 1959,and based on the recommendation for the construction of the Urban Expressway System by the Committee on Capital Construction in 1953, “Basic Policy for the Tokyo City Planning Urban Expressway” of the Ministry of Construction approved in 1957 and the consideration by the Task Force for the Tokyo City Planning Urban Expressway,. Since then, as there were additional new routes, extension of existing routes and a part of alignment change etc., the routes approved in the City Planning are 19 routes with 3 branch routes, of approx. 226km, as of Mar. 2013. Among the routes already approved in the City Planning, the following are currently in service: the Routes of No.1, No.2, No.2 Branch Route, No.3, No.4, No.4 Branch Route, No.5, No.6, No.7, No.8, No.9, No.12, Bay Shore Branch Route, Adachi Line, Katsushika-Edogawa Line, Bay Shore Route, Oji Line, Shinjuku Line, a part of Outer Circular Route (from Oizumi 5-chome to Oizumi 1-chome, Nerima Ward) and a part of Harumi Line (from Toyosu 6-chome to Ariake 2-chome, Koto Ward), total 17 routes, 3 branch routes, road length approx. 196km, are in service now. -
Annual Report & CSR Report 2007
Annual Report & CSR Report 2007 Annual Report & CSR Report 2007 The shape and coloring of DBJ’s logo seeks to convey the sense of creativity, energy and youthful vigor with which the Bank strives to meet continuously changing socio-economic needs. The emerging egg shape illustrates our efforts to shape a continuously unfolding future. Development Bank of Japan http://www.dbj.go.jp/english/ DBJ chose environmentally friendly paper and printing methods for the production of this report. Pages 1–68 and 143–146 are made of paper certified by the Forest Stewardship Council (FSC) as being made from sustainably managed forests. Cover pages, page 1–2 and 71–170 are made of recycled paper. All pages are printed with soy ink certified by the American Soybean Association. Printed in Japan Contents 01 ■ Profile 02 ■ Financial Highlights 03 ■ Message from the Governor 04 ■ Privatizing DBJ 08 ■ The DBJ Difference 10 ■ DBJ’s Role 12 ■ CSR at DBJ 14 ■ DBJ’s Management Functions 15 Management System 15 Corporate Governance 17 Internal Audits 18 Compliance 19 Risk Management 23 Disclosure 24 ■ Overview of Investment and Loan Activities 25 DBJ’s Investments and Loans 28 Fiscal 2008 Investment and Loan Plans 29 ■ Providing Financial Services to Resolve the Issues Society Faces 30 Revitalization Assistance for Regional Economies 36 Environment Conservation and Building Social Infrastructure 42 Technology: A Creative Force that Drives Economic Growth 46 Promoting Foreign Direct Investment in Japan and Supporting the Internationalization of Local Communities -
Delivering Prime Logistics Investment to the Japanese REIT Market
3rd Fiscal Period Semi-Annual Report March 1, 2017 to August 31, 2017 LaSalle LOGIPORT REIT 2-1-1 Otemachi, Chiyoda-ku, Tokyo, Japan Delivering Prime Logistics Investment to the Japanese REIT Market Table of Contents Executive Director’s Message 2 About LaSalle Inc. 26 Property and Corporate Level Income Statement, LaSalle Group’s Professional Support DPU Summary, and Yield Summary 4 Contributes to Greater Unitholder Value 28 Future Growth Strategies Operation and Governance Emphasizing Unitholders’ Interests and Transparency 30 External Growth Strategy 6 Decision Making Flowchart for Related Internal Growth Strategy 8 Party Transactions 31 Financial Strategy 10 Risk Factors 32 The LaSalle Group’s Commitment to Financial Section Sustainability 12 Balance Sheets 36 Recognizing the Importance of Sustainability 14 Statements of Income 37 Findings So Far 16 Statements of Changes in Net Assets 38 Portfolio Statements of Cash Flows 39 Portfolio Summary 18 Notes to Financial Statements 40 Details of Portfolio 20 Independent Auditor’s Report 52 Investor Information 53 Financial Highlights for 3rd Fiscal Period (March 1, 2017 - August 31, 2017) Total Assets Under Management Portfolio Size Occupancy Rate (“AUM”) 9 properties 173.4 bn yen 98.6% Tokyo Area Concentration Total Debt Loan to Value (“LTV”) Ratio 100.0% 71.03 bn yen 38.6% Operating Revenues Operating Income Net Income 5,234 mn yen 2,739 mn yen 2,429 mn yen Distribution Per Unit (“DPU”) Earnings Per Unit (“EPU”) DPU in Excess of Earnings 2,379 yen 2,209 yen 170 yen Note: All of the figures above are as of August 31, 2017, the end of the 3rd fiscal period. -
Corporate Brochure
Each of the Port of Yokohama’s three piers, Daikoku Pier, Honmoku Pier and Minami Honmoku Pier, is linked to a state-of-the-art container pier. Thanks to convenient access to Japan’s expressway network, via National Outstanding Highway No. 357 and the Bayshore Route of the Shuto Expressway, tenants enjoy easy access to the Tokyo area and every region of Japan. The location is ideal. Transportation is getting more convenient all the time, Location with direct connections to new expressways such as Route No. 3 of the Keihin Expressway, which links to the Tomei Expressway. Y-CC is widely expected to play an ever-growing role as an import/export logistics hub. Yokohama Ring Expwy. North Route Namamugi JCT 15 Namamugi 1 Koyasu No. 5 Daikoku Route, Ogishima Shuto Expwy. Higashi-kanagawa No. 1 Yokoha Route, Daikoku Bridge Shuto Expwy. Mitsuzawa Mizuho Pier Bayshore Route, Yokohama Station West Exit Shuto Expwy. Yokohama Kinko JCT Tsurumi Tsubasa Bridge Station Keihin Port Yokohama Station East Exit Daikoku JCT Entrance/exit to Port of Yokohama Minato Mirai Station Daikoku Pier Minato Mirai 1 Shinko Pier Daikoku Pier Sakuragicho Station 133 Yamashita Pier National Highway 357 Yokohama Park Yokohama Bay Bridge Shin-yamashita 357 Ishikawa-cho JCT Ishikawa-cho Honmoku Bandobashi Honmoku JCT Pier Hananoki Honmoku Pier No. 3 Kariba Route, Shuto Expwy. Shuto Shuto Expwy. 357 Route, Bayshore Tokyo Bay 16 Yokohama Sankeien Garden Minami-honmoku Pier Corporate Brochure Official name Yokohama Port International Cargo Center Co., Ltd. (株式会社横浜港国際流通センター) Address 22 Daikoku-futo, Tsurumi-ku, Yokohama-shi, Kanagawa 230-0054 Date established December 18, 1992 Start of operations August 1, 1996 Capital ¥7,685 million Major shareholders City of Yokohama, Kanagawa Prefecture, Development Bank of Japan, Yokohama Port Corporation, Tenancy and leasing inquiries, etc. -
Of Large-Scale Field Operational Test for “Automated Driving System”
Press Release October 3, 2017 Cabinet Office Counsellor for Common Service Platform, Bureau of Science, Technology and Innovation Start of Large-Scale Field Operational Test for “Automated Driving System” “Automated Driving System,” part of the Cross-ministerial Strategic Innovation Promotion Program (SIP), has launched the Large-Scale Field Operational Test to accelerate the practical application of technologies necessary to implement the system. Over 20 organizations including Japanese and overseas automakers are participating in the Large-Scale Field Operational Test, which begins today and will be conducted progressively on the Tomei Expressway, Shin-Tomei Expressway, Shuto Expressway and Joban Expressway and on surface streets in the Tokyo waterfront area (see attached materials). 1. Developments to date In the SIP “Automated Driving System,” research and development has been progressing since fiscal 2014 aiming at reduction of the number of traffic accidents and realization of the Next Generation Transportation System through real-world application of the Automated Driving System, with a focus on five key technology fields as cooperation areas among industries, academia and governments: Dynamic Map1, HMI2, Cyber Security, Pedestrian Traffic Accident Reduction, and Next Generation Transport. 1. High-precision three-dimensional digital map for automated driving. 2. Human-Machine Interface: Safe and smooth technology interfaces in case of switching between human and system operation. 2. Overview of Large-Scale Field Operational Test Technologies researched and developed in the five above-mentioned focus areas will be tested to accelerate the practical application of the Automated Driving System in real environments of public roads, with the participation of automakers and other stakeholders. 1 The results of research and development will be reviewed by numerous stakeholders and advance to future R&D, and the participation of overseas manufacturers will promote international collaboration and global standardization. -
Section 2 Facility Plans
Section 2 Facility Plans 1 Transport Facilities (1) Roads a. Urban Planning Road Roads are essential urban facilities to support urban activities and life, and in Tokyo, the Urban Planning Roads of about 3,210km have been approved. On the other hand, the completion ratio remains about 64%, and the implementation plan is formulated every about 10 years. The roads to preferentially develop are selected and systematically and efficiently developed. Regarding the Urban Planning Roads in the wards area in the past, after the City Planning had been approved in 1946 (initial approval), due to changes in social and economic conditions, the review of the entire Urban Planning Roads (re-examination of the Urban Planning Roads) were carried out in 1950, in 1964 (inside Loop 6), in 1966 (outside Loop 6), and in 1981 (the entire wards area). Regarding the Urban Planning Roads in the Tama region, after the plan in the Hachioji City Planning Area had been approved in 1930, as the plan for each City Planning Area has been individually approved, those plans were not the ones integrated for the entire Tama region. Therefore, the Urban Planning Roads were reviewed in consideration of the entire Tama region in 1961 and 1962. After that, the network of the Urban Planning Roads was examined in 1989 due to changes in social and economic conditions. In carrying out the development, the implementation plans to select the roads to develop preferentially were formulated, for the wards area in FY1981, FY1991 and FY2003, and the Tama region in FY1989, FY1995 and FY2006, and systematically and efficiently carried out. -
Construction Commenced for Ichikawa Shiohama Logistics Center
Construction Commenced for Ichikawa Shiohama Logistics Center TOKYO, Japan - August 3, 2015 - ORIX Corporation ("ORIX"), a leading integrated financial services group, today announced that it has commenced construction of the Ichikawa Shiohama Logistics Center (tentative name), a logistics facility of which the development plan is in progress in Ichikawa City, Chiba Prefecture. This logistics facility is scheduled for completion in August 2016, and ORIX is currently seeking tenant companies. The Ichikawa Shiohama Logistics Center (the "Facility") is conveniently located approximately 1km from the Chidoricho Interchange on the Bayshore Route of Shuto Expressway and close to the major consumption areas. Also, the Facility is within walking distance (9 minutes) of Ichikawa-Shiohama Station on the JR Keiyo Line and easily accessible from residential areas nearby for securing workers. In FY2015, the Kouya Interchange on the Tokyo Gaikan Expressway which runs through inland Chiba Prefecture to Misato City, Saitama Prefecture, will complete, which is expected to further strengthen the traffic convenience. The Facility will be four-story building (four above-ground floors) which has the total floor size of 27,138.23 m2 on a site of 13,223.23 m2. Planned specifications include four freight elevators connecting to truck berths capable of accommodating total 46 large vehicles on both sides together (23 vehicles per side) on the first floor of the Facility. For BCP measures, the Facility will be equipped with emergency generators, therefore, freight elevators as well as lights remain in operation for a certain period of time in order not to interrupt logistics functions in case of emergency. Going forward, ORIX will continue to develop state-of-the-art logistics facilities in meeting the needs of evolving supply chain strategies and the rapid expansion of the e-commerce market. -
Japan C2 Shinjuku Route
Japan C2 Shinjuku Route This project profile has been compiled by the Japanese OMEGA Team, Tokyo Institute of Technology. Please Note: This Project Profile has been prepared as part of the ongoing OMEGA Centre of Excellence work on Mega Urban Transport Projects. The information presented in the Profile is essentially a 'work in progress' and will be updated/amended as necessary as work proceeds. Readers are therefore advised to periodically check for any updates or revisions. The Centre and its collaborators/partners have obtained data from sources believed to be reliable and have made every reasonable effort to ensure its accuracy. However, the Centre and its collaborators/partners cannot assume responsibility for errors and omissions in the data nor in the documentation accompanying them. 2 CONTENTS A INTRODUCTION Type of project Overview Location Current Status B BACKGROUND TO PROJECT Principal project objectives The 1960s and 1970s The 1980s and 1990s The 2000s Key enabling mechanisms and decision to proceed Main organisations involved Metropolitan Expressway Co. Ltd Tokyo Metropolitan Government Ministry of Land, Infrastructure and Transport Local government Contractors The Japan Expressway Holding and Debt Repayment Agency Planning and environmental regime Land acquisition C PRINCIPAL PROJECT CHARACTERISTICS Route and alignment Main and intermediate hubs, nodes and termini Project costs Project delivery timeline Main engineering features Main contracts and contractors Major civil engineering components D PROJECT TIMELINE Project timeline Key timeline issues E PROJECT FUNDING/FINANCING Introduction Background to funding/financing Role of traffic forecasts Funding sources Commentary on funding/financing approach 3 F OPERATIONS Traffic volume Safety measures Commentary G BIBLIOGRAPHY 4 List of tables Table 1: Decision Making for the Metropolitan Expressway C2 Shinjuku Route ................. -
Dynamic
Dynamic Map Satoru Nakajo SIP-adus International Cooperation Working Group the University of Tokyo <Translated Version> 1. What is “Dynamic Map”? 2. Specification and Prototyping 3. Large-Scale Field Operational Tests 4. Standardizations and International Cooperations INDEX 5. Looking Ahead 1. What is “Dynamic Map”? 3 Link API OEM . Base API : Application Program Interface 4 GNSS Laser scanner (LiDAR) Camera Radar 2. Specification and Prototyping 6 Dynamic map Dynamic information Location reference method (nearby vehicles, pedestrians, signal information, etc.) Semi-dynamic information (accident information, traffic congestion information, * Traffic congestion information short range weather information, etc.) * Road construction restriction information * Traffic restriction information, etc. Distribution of the above information is currently Semi-static information being coordinated (traffic restriction information, road construction information, long range weather information, etc.) Navigation map Navigation Static information Basic maps supplied by SIP adus * Road shoulder * Carriageway link (road surface information, lane information, etc.) * Center line * Lane link * Lane line * Intersection lane link * Lane edge * Area-formed Collaborative area * Stop line intersection * Pedestrian crossing * CRP node (features used by many OEMs) * Road marking * Traffic signal 14 features Competitive area * Road sign (features designed by individual OEMS for product differentiation Additional data prepared by test participants purposes) based on