Development of Space Creation Technologies
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Seikan Railroad Ferryboat Accident [September 26, 1954 Near Nanaehama on Hakodate Gulf, Hokkaido]
Failure Knowledge Database / 100 Selected Cases Seikan Railroad Ferryboat Accident [September 26, 1954 near Nanaehama on Hakodate Gulf, Hokkaido] by Masayuki Nakao (Tokyo University, Institute of Engineering Innovation) The Seikan (Hakodate-Aomori) railroad ferryboat, Toyamaru (Photo 1, Fig. 1, 3,899 tons) left Hakodate port while Typhoon #15 was approaching. The ferryboat encountered unexpected size and strength of wind and waves outside the harbor, and it lowered the anchor in the harbor there. The big waves brought water inside the ship and caused the steam engines to stop. Around 10pm, the ship overturned near Nanaehama. 1,172 people died. This disaster was due to unprecedented speed and strength of the typhoon as well as improper actions taken against the typhoon. Photo 1, Toyamaru [2] 1 Failure Knowledge Database / 100 Selected Cases Fig. 1 Cross Section of Toyamaru [2] 1. Event The Seikan railroad ferryboat, Toyamaru left Hakodate port while Typhoon #15 was approaching. The ship encountered unexpected size and strength of wind and waves outside the harbor, and it lowered the anchor there. Then big waves brought water in the ship and caused the steam engine to stop. Around 10 pm, the ship overturned and struck rocks near Nanaehama and resulted in a disaster with 1,172 people dead. 2. Course (1) On September 26th at 3:00am, typhoon #15 was near Kagoshima City in the southern island of Japan. The typhoon traveled through the Japan Sea as it increased its speed, then moved north at an astonishing speed of 62 miles/hour. It reached the sea west of Hakodate (Fig. -
Response and Earthquake Induced Damage of Underground Structures in Rock Mass
Response and Earthquake Induced Damage of Underground Structures in Rock Mass Ömer Aydan* Yoshimi Ohta* Melih Geni** Naohiko Tokashiki*** K. Ohkubo**** *Tokai University, Department of Marine Civil Eng., Shizuoka, Japan Email: [email protected] **Zonguldak Karaelmas University, Mining Engineering Dept., Zonguldak, Turkey ***Ryukyu University, Civil Engineering Dept., Okinawa, Japan ****Nakanihon Expressway Company, Tokyo, Japan ABSTRACT Underground structures are generally known as earthquake-resistant structures as compared to surface structures. Nevertheless, the recent earthquakes showed that underground structures are also vulnerable to earthquakes. There may be several reasons for such damage such as high ground motions and permanent ground movements. This study attempts to describe various forms of damage to underground structures such as tunnels, caverns, natural caves and abandoned mines during major earthquakes. Results of various model tests on shaking table are also presented to show the effect of ground shaking on the response and collapse of underground structures in continuum and discontinuum. Furthermore, some empirical equations are proposed to assess the damage to underground structures, which may be useful for quick assessments of possible damage. Keywords: Underground opening; Earthquake damage; Fault; Shaking; Concrete lining 1. INTRODUCTION It is well known that the underground structures such as tunnels and powerhouses are generally resistant against earthquake-induced motions (Dowding and Rozen, 1978; Sharma & Judd, 1991). However, they may be damaged when permanent ground movements occur in/along the underground structures. There are several examples of damage to tunnels due to permanent ground movements during, for example, 1930 Tanna, 1978 Izu-Oshima-Kinkai, 1995 Kobe, 1999 Düzce-Bolu, 1999 Chi-chi, 2004 Chuetsu, 2005 Kashmir and 2008 Wenchuan earthquakes. -
Railway Accident Investigation Report
RA2007-8-I Railway Accident Investigation Report Train Derailment Accident between Urasa station and Nagaoka station of the Joetsu Shinkansen of the East Japan Railway Company November 30, 2007 Aircraft and Railway Accidents Investigation Commission i The objective of the investigation conducted by the Japan Transport Safety Board in accordance with the Act for Establishment of the Aircraft and Railway Accidents Investigation Commission to determine the causes of an accident and damage incidental to such an accident, thereby preventing future accidents and reducing damage. It is not the purpose of the investigation to apportion blame or liability. Norihiro Goto Chairman Aircraft and Railway Accidents Investigation Commission Note: This report is a translation of the Japanese original investigation report. The text in Japanese shall prevail in the interpretation of the report. ii Railway Accident Investigation Report Railway operator : East Japan Railway Company Accident type : Train derailment Date and time : About 17:56, October 23, 2004 Location : Around 206,207 m from the origin in Omiya Station, between Urasa station and Nagaoka station, Joetsu Shinkansen, Nagaoka City, Niigata Prefecture November 1, 2007 Adopted by the Aircraft and Railway Accidents Investigation Commission Chairman Norihiro Goto Member Yukio Kusuki Member Toshiko Nakagawa Member Akira Matsumoto Member Masayuki Miyamoto Member Norio Tomii Member Shinsuke Endoh Member Noboru Toyooka Member Yuki Shuto Member Akiko Matsuo iii Contents 1. PROCESS AND PROGRESS OF THE RAILWAY ACCIDENT INVESTIGATION 1 1.1. Summary of the Railway Accident 1 1.2. Outline of the Railway Accident Investigation 1 1.2.1. Organization of the Investigation 1 1.2.2. Implementation of the Investigation 2 1.2.3. -
Izu Peninsula Geopark Promotion Council
Contents A. Identification of the Area ........................................................................................................................................................... 1 A.1 Name of the Proposed Geopark ........................................................................................................................................... 1 A.2 Location of the Proposed Geopark ....................................................................................................................................... 1 A.3 Surface Area, Physical and Human Geographical Characteristics ....................................................................................... 1 A.3.1 Physical Geographical Characteristics .......................................................................................................................... 1 A.3.2 Human Geographical Charactersitics ........................................................................................................................... 3 A.4 Organization in charge and Management Structure ............................................................................................................. 5 A.4.1 Izu Peninsula Geopark Promotion Council ................................................................................................................... 5 A.4.2 Structure of the Management Organization .................................................................................................................. 6 A.4.3 Supporting Units/ Members -