Journal articles on the topic 'Chuetsu'

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1

VUI, WONG CHOON. "Experience Earthquake in Chuetsu." Journal of the Society of Mechanical Engineers 109, no. 1054 (2006): 760–61. http://dx.doi.org/10.1299/jsmemag.109.1054_760.

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2

Itaba, Satoshi, Naoji Koizumi, Tsuyoshi Toyoshima, Masashi Kaneko, Kazuyoshi Sekiya, and Kunio Ozawa. "Groundwater changes associated with the 2004 Niigata-Chuetsu and 2007 Chuetsu-oki earthquakes." Earth, Planets and Space 60, no. 12 (December 2008): 1161–68. http://dx.doi.org/10.1186/bf03352873.

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3

Matsuoka, Katsuyuki, Haruo Hayashi, Nozomu Yoshitomi, Go Urakawa, Ryota Hamamoto, Yuji Nawa, Hidenori Terano, and Norihiro Tonosaki. "GIS-Based Damage Certification Support System Based on Recent Earthquake Experience." Journal of Disaster Research 5, no. 1 (February 1, 2010): 82–89. http://dx.doi.org/10.20965/jdr.2010.p0082.

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During the 2004 Niigata Chuetsu Earthquake in Ojiya City, and 2007 Niigata Chuetsu-oki Earthquake in Kashiwazaki City, our research team built databases of building damage assessment results based on geographical coordinates and damage certification support systems (DCSS) for issuing damage certificates required by Japanesemunicipalities providing citizens with post-disaster recovery assistance. This paper discusses four major issues on databases and DCSS development, together with measures for solving these issues.
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Nawa, Yuji, Go Urakawa, Hiro Ikemi, Ryota Hamamoto, and Haruo Hayashi. "Geography Network for Sharing Geospatial Information in Disaster Management." Journal of Disaster Research 5, no. 1 (February 1, 2010): 108–16. http://dx.doi.org/10.20965/jdr.2010.p0108.

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The Chuetsu earthquake restoration and revival support geographic information system (GIS) project was launched after the 2004 Chuetsu earthquake. It was the first project to gather disaster GIS data at one place, and provide them by Web GIS from off–site of the disaster site in Japan. To facilitate sharing disaster geospatial information, we introduced a framework of Geography Network as GIS portal. The GIS portal was based on loosely–coupled system architecture. Therefore, it was able to change the system structure by system requirement of the project. The GIS portal was used continuously and commonly for the 2005 Fukuoka Earthquake and 2005–2006 Heavy Snow Disaster and the 2007 Chuetsu-Oki Earthquake. In this paper, we define the system requirement to share disaster geospatial information by knowledge from case studies, and describe a practical method to build the framework, demonstrate the benefit from the framework.
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5

Rathje, Ellen M., Keith Kelson, Scott A. Ashford, Yohsuke Kawamata, I. Towhata, T. Kokusho, and J. P. Bardet. "Geotechnical Aspects of the 2004 Niigata Ken Chuetsu, Japan, Earthquake." Earthquake Spectra 22, no. 1_suppl (March 2006): 23–46. http://dx.doi.org/10.1193/1.2172939.

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The Niigata Ken Chuetsu earthquake induced significant geotechnical and geologic failures throughout the affected region. The most prevalent geotechnical observations from this earthquake are related to ground failure, including landslides in natural ground, failures of highway embankments and residential earth fills, and limited liquefaction in alluvial deposits. The absence of considerable levee deformations and surface faulting was noted. This paper documents the geotechnical aspects of the Niigata Ken Chuetsu earthquake as related to earth structures, liquefaction, and surface faulting; landslides are discussed in an accompanying paper.
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Yoneda, T., T. Watanabe, and T. Sato. "Mineralogical aspects of interstratified chlorite-smectite associated with epithermal ore veins: A case study of the Todoroki Au-Ag ore deposit, Japan." Clay Minerals 51, no. 4 (September 2016): 653–74. http://dx.doi.org/10.1180/claymin.2016.051.4.08.

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AbstractChlorite (C)-corrensite (Co)-smectite (S) seriesminerals occur as vein constituents in the two epithermal ore veins, the Chuetsu and Shuetsu veins of the Todoroki Au-Ag deposit. The characteristics of the C–Co–S seriesminerals indicate that the clays may be products of direct precipitation from hydrothermal fluids and subsequent mineralogical transformations during and/or after vein formation. The minerals from the Chuetsu vein are characterized by ‘monomineralic’ corrensite showing an extensive distribution throughout the vein, and trioctahedral smectite occurring locally. The Shuetsu vein minerals are characterized by C-Co series minerals which can be divided into three different types: a I type including discrete chlorite with minor amounts of S layers, a II type comprising interstratified C/Co and discrete chlorite, and a III type characterized by segregation structures of C and Co layers. The C-Co series minerals show slightly different spatial distributions in the Shuetsu vein. Different epithermal environments during the vein formations and possible kinetic effects may have played a role in the formation and conversion of Co-C series at the Shuetsu vein and S-Co series at the Chuetsu vein.
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7

Tanaka, Satoshi. "Building Damage Inspection Analysis in the 2007 Niigata Chuetsu-Oki Earthquake, Kashiwazaki: Self-Inspection Analysis for Damage Evaluation." Journal of Disaster Research 3, no. 6 (December 1, 2008): 372–80. http://dx.doi.org/10.20965/jdr.2008.p0372.

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This paper analyzes the building damage inspection in the 2007 Niigata Chuetsu-Oki earthquake and proposes a building damage inspection by disaster victims themselves. It is well known that the building damage is important in estimating the amount of damage brought by disasters. One important type of damage survey is loss evaluation, conducted by local governments for determining the apportionment of money, donations, allotment of temporary housing, and other recovery- related benefits. Despite the existence of guidelines, however, many issues require technical and procedural improvement. Based on the damage inspection data collected by Kashiwazaki officials following the 2007 Niigata Chuetsu-Oki earthquake, we identified key factors hampering the inspection and propose self-inspection as a solution in loss evaluation.
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8

Kimura, Reo, Munenari Inoguchi, Keiko Tamura, and Haruo Hayashi. "Comparison Between the Life Recovery Processes After the Mid-Niigata Earthquake and the Chuetsu-Oki Earthquake – Results of a Random Sampled Social Survey Using the Life Recovery Calendar and GIS-Based Spatiotemporal Analysis." Journal of Disaster Research 10, no. 2 (April 1, 2015): 196–203. http://dx.doi.org/10.20965/jdr.2015.p0196.

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This study focuses on recovery efforts following the Mid-Niigata Earthquake in October 2004 and the Chuetsu-Oki Earthquake in July 2007 in Niigata Prefecture. Results of a randomsample questionnaire survey conducted in affected areas and throughout the prefecture are analyzed using a life recovery calendar, which identifies disaster damage in affected areas and in Niigata with the objective of systematically understanding the status and process of rebuilding lives. Although the magnitude of devastation and the nature of the disasters differ, both have similar life recovery processes. It is to be noted, however, that the impact of the Mid-Niigata Earthquake lingered over a larger area for a longer period than for the Chuetsu-Oki Earthquake.
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9

Lei, Jinghao, Zhikun Ren, Takashi Oguchi, Peizhen Zhang, and Shoichiro Uchiyama. "Topographic Evolution Involving Co-Seismic Landslide, Deformation, Long-Term Folding and Isostatic Rebound: A Case Study on the 2004 Chuetsu Earthquake." Remote Sensing 13, no. 6 (March 11, 2021): 1073. http://dx.doi.org/10.3390/rs13061073.

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Co-seismic landslide volume information is critical to understanding the role of strong earthquakes in topographic and geological evolution. The availability of both pre- and post-earthquake high-resolution digital elevation models (DEMs) provides us with the opportunity to develop a new approach to obtain robust landslide volume information. Here, we propose a method for landslide volume estimation and test it in the Chuetsu region, where a Mw 6.6 earthquake occurred in 2004. First, we align the DEMs by reconstructing the horizontal difference. Then, we quantitatively obtain the landslide volume in the epicentral area by differencing the pre- and post-earthquake DEMs. We convert the landslide volume into the distribution of average catchment-scale denudation and the resulting long-term crustal rebound. Our findings reveal that the Chuetsu earthquake mainly roughens the topography in the low-elevation Chuetsu region. Our results indicate that the preserved topography not only is due to the uplift caused by fault-related folding on the hanging wall of the Muikamachi fault but also undergoes erosion caused by seismically induced landslides and crustal rebound also modifies the topography in the long term. This study confirms that the differential DEM method is a valuable approach for quantitative analysis of topographic and geological evolution.
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Urakawa, Go, Haruo Hayashi, Keiko Tamura, Munenari Inoguchi, Kei Horie, Mitsuhiro Higashida, and Ryota Hamamoto. "Building Comprehensive Disaster Victim Support System." Journal of Disaster Research 5, no. 6 (December 1, 2010): 687–96. http://dx.doi.org/10.20965/jdr.2010.p0687.

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Our research team of industrial, governmental, and academic organizations had supported local governments using geographic information systems (GIS) at Odiya city in the 2004 Niigata-ken Chuetsu Earthquake. We developed GIS applications for damage certification based on specific needs enabling municipal personnel to operate effectively during the initial post-disaster confusion. The team developed GIS and other databases and applications, and designed the certification desk layout. Based on our work in Odiya, we applied these solutions in the 2004 Niigataken Chuetsu Earthquake, 2007 Noto Hanto Earthquake, and 2007 Niigata-ken Chuetsuoki Earthquake. We damage citification issuance and set up a master database for victims to help victims rebuild their lives. We discuss comprehensive solutions to damage assessment, database registration, damage certification, and victim assistance.
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11

Scawthorn, Charles, and Ellen M. Rathje. "The 2004 Niigata Ken Chuetsu, Japan, Earthquake." Earthquake Spectra 22, no. 1_suppl (March 2006): 1–8. http://dx.doi.org/10.1193/1.2172259.

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The 23 October 2004 Niigata Ken Chuetsu, Japan, earthquake ( Mw=6.6) was the most significant earthquake to affect Japan since the 1995 Kobe earthquake, killing 48 people and injuring 4,160. Hundreds of major landslides destroyed entire upland villages and, together with permanent ground deformations, caused extensive damage to roads, rail lines and other lifelines, resulting in major economic disruption and an estimated cost of U.S. $40 billion. Two reconnaissance teams supported by EERI surveyed the earthquake damage soon after the event, employing new technologies such as handheld global positioning systems, satellite imagery, and light detection and ranging, which facilitated more rapid and detailed data collection than was possible in previous earthquake damage surveys.
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12

KAWAGUCHI, Ken'ichi, Susumu YOSHINAKA, Aya OTSUKA, and Shin'ichiro KATAYAMA. "COMPARISON OF DAMAGE TO NONSTRUCTURAL COMPONENTS (SUSPENDED CEILINGS) IN LARGE ENCLOSURES BY NIIGATA-CHUETSU AND CHUETSU-OKI EARTHQUAKES." AIJ Journal of Technology and Design 14, no. 27 (2008): 73–78. http://dx.doi.org/10.3130/aijt.14.73.

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13

Toyota, Hirofumi, and Susumu Takada. "Geotechnical Distinction of Landslides Induced by Near-Field Earthquakes in Niigata, Japan." Geography Journal 2015 (April 8, 2015): 1–11. http://dx.doi.org/10.1155/2015/359047.

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Landslides triggered by near-field earthquakes with epicentres directly beneath towns have attracted intense attention since the 2004 Mid-Niigata (Niigata-ken Chuetsu) Earthquake. Hilly and mountainous areas sustained heavy damage. Social problems developed when many towns became isolated because landslides cut off traffic and public service lifelines. Soil from landslides closed river channels and formed natural dams. The natural dams submerged some towns. Emergency measures were undertaken promptly to prevent debris flows caused by natural dam breaks. Subsequently, the 2007 Mid-Niigata Offshore (Niigata-ken Chuetsu-oki) Earthquake and the 2011 Northern Nagano Earthquake struck the Niigata region. Landslides triggered by those earthquakes differed in terms of their number, scale, and location. Therefore, characteristics of the landslide sites of the respective earthquakes were examined to ascertain their topographical and geological features. Furthermore, differences in groundwater level and damage related to compound disasters were explained for discussion of the stability progress of damaged slopes.
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14

Yoshitomi, Nozomu, Haruo Hayashi, Katsuyuki Matsuoka, Hidenori Terano, Munenari Inoguchi, and Go Urakawa. "Disaster-Victim Database Development Using GeoWrap Method -From the 2004 Niigata Chuetsu Earthquake to the 2007 Niigataken Chuetsu-Oki Earthquake-." Journal of Disaster Research 5, no. 1 (February 1, 2010): 74–81. http://dx.doi.org/10.20965/jdr.2010.p0074.

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The objective of this research is to develop an information processing procedure that is capable of integrating various data sources for the purpose of building a centralized victims’ database that can be utilized throughout the city to support various relief activities. In most cities stricken by disaster, availability of data resources is limited in both quantity and quality. However, it is vital to build an accurate Victims’ Database promptly in order to provide satisfactory services to disaster victims. Therefore, this paper proposes GeoWrap, a new methodology in information processing, that can maximize available datasets of differing accuracy while building accurate databases. GeoWrap effectiveness is examined by developing the victim database for Kashiwazaki City in Japan.
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15

Miyake, H., K. Koketsu, K. Hikima, M. Shinohara, and T. Kanazawa. "Source Fault of the 2007 Chuetsu-oki, Japan, Earthquake." Bulletin of the Seismological Society of America 100, no. 1 (January 27, 2010): 384–91. http://dx.doi.org/10.1785/0120090126.

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16

Suzuki, Kazuo, Takashi Hasegawa, Seitaro Iguchi, Kyuma Ota, Takuro Sakagami, Fumitake Gejyo, and Eiichi Suzuki. "The Impact of the Chuetsu Earthquake on Asthma Control." Allergology International 56, no. 2 (2007): 179. http://dx.doi.org/10.2332/allergolint.l-06-07.

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17

KOIKE, Tosio, Iwao GOTO, Taikan OKI, and Koichi SAKURABA. "Basic Study on Snowfall Forecasting in the Chuetsu District." PROCEEDINGS OF HYDRAULIC ENGINEERING 34 (1990): 97–102. http://dx.doi.org/10.2208/prohe.34.97.

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18

Apostolakis, Georgios, Bing Qu, Nurhan Ecemis, and Seda Dogruel. "Field reconnaissance of the 2007 Niigata-Chuetsu Oki earthquake." Earthquake Engineering and Engineering Vibration 6, no. 4 (December 2007): 317–30. http://dx.doi.org/10.1007/s11803-007-0783-6.

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19

ITOH, Kazuya, Masashi NODA, Naotaka KIKKAWA, Tomohito HORI, Satoshi TAMATE, Yasuo TOYOSAWA, and Naoaki SUEMASA. "ANALYSIS OF LABOUR ACCIDENTS OCCURRING IN DISASTER RESTORATION WORK FOLLOWING THE NIIGATA CHUETSU EARTHQUAKE (2004) AND THE NIIGATA CHUETSU-OKI EARTHQUAKE (2007)." Journal of Japan Society of Civil Engineers, Ser. F6 (Safety Problem) 67, no. 1 (2011): 27–40. http://dx.doi.org/10.2208/jscejsp.67.27.

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20

Nakajima, Junichi, and Akira Hasegawa. "Existence of low-velocity zones under the source areas of the 2004 Chuetsu and 2007 Chuetsu-oki earthquakes inferred from travel-time tomography." Earth, Planets and Space 60, no. 11 (November 2008): 1127–30. http://dx.doi.org/10.1186/bf03353148.

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21

Saito, Yoko. "Progress or repetition? Gender perspectives in disaster management in Japan." Disaster Prevention and Management 23, no. 2 (April 1, 2014): 98–111. http://dx.doi.org/10.1108/dpm-08-2013-0134.

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Purpose – The purpose of this paper is to review research on gender and disasters in Japan, from the Kobe Earthquake to the Great East Japan Earthquake (GEJE). Gender perspectives were not adequately considered immediately after these disasters. Rather, disasters reinforced the gender roles prevalent in Japanese society. The paper seeks ways to position gender perspectives into mainstream thought on disaster management in Japan. Design/methodology/approach – A literature review was conducted of secondary Japanese sources including peer-reviewed and non-academic journals published by governmental and non-governmental organisations after the Kobe, Niigata Chuetsu, and GEJEs. Popularly searched keywords were the Japanese for “gender” or “women”, and “disasters”. Findings – A review of the published literature indicated that gender-related issues experienced during the Kobe Earthquake in 1995 and the Niigata Chuetsu Earthquake in 2004 were repeated following the GEJE in 2011. Japan has experienced numerous disasters; thus, the importance of gender perspectives has been gradually recognised and has received increased attention after the GEJE. This paper emphasises that these should be embedded at policy level and within disaster management structures to create disaster resilient communities. Originality/value – To date, not much research in Japan, and none published in English, has reviewed gender- and disaster-related issues.
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Kieffer, D. Scott, Randy Jibson, Ellen M. Rathje, and Keith Kelson. "Landslides Triggered by the 2004 Niigata Ken Chuetsu, Japan, Earthquake." Earthquake Spectra 22, no. 1_suppl (March 2006): 47–73. http://dx.doi.org/10.1193/1.2173021.

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The Niigata Ken Chuetsu earthquake triggered a vast number of landslides in the epicentral region. Landslide concentrations were among the highest ever measured after an earthquake, and most of the triggered landslides were relatively shallow failures parallel to the steep slope faces. The dense concentration of landslides can be attributed to steep local topography in relatively weak geologic units, adverse hydrologic conditions caused by significant antecedent rainfall, and very strong shaking. Many of the landslides could be discerned from high-resolution satellite imagery acquired immediately after the earthquake.
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HIJIKATA, Katsuichirou, Isao NISHIMURA, Hiroyuki MIZUTANI, Ryoichi TOKUMITSU, Mitsugu MASHIMO, and Shinya TANAKA. "GROUND MOTION CHARACTERISTICS OF 2007 NIIGATA-KEN CHUETSU-OKI EARTHQUAKE." Journal of Structural and Construction Engineering (Transactions of AIJ) 75, no. 653 (2010): 1279–88. http://dx.doi.org/10.3130/aijs.75.1279.

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24

Koarai, Mamoru, and Hiroshi P. Sato. "Slope failures by the 2007 Niigata Prefecture Chuetsu-oki Earthquake." Journal of the Geological Society of Japan 114, no. 1 (2008): I—II. http://dx.doi.org/10.5575/geosoc.114.1.i_ii.

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TANI, Shigeru, Masayuki SAITO, and Sigeo ARAKI. "DAMAGE TO SHIELD TUNNEL CAUSED BY 2007 CHUETSU-OKI EARTHQUAKE." Doboku Gakkai Ronbunshuu A 66, no. 1 (2010): 56–67. http://dx.doi.org/10.2208/jsceja.66.56.

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YAMAGISHI, HIROMITSU. "Urgent Report of the 2007 Niigataken Chuetsu-oki Earthquake Disaster." Journal of the Japan Society of Engineering Geology 48, no. 4 (2007): 192–202. http://dx.doi.org/10.5110/jjseg.48.192.

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27

Sidle, Roy C., Toshitaka Kamai, and Aurelian C. Trandafir. "Evaluating landslide damage during the 2004 Chuetsu earthquake, Niigata Japan." Eos, Transactions American Geophysical Union 86, no. 13 (2005): 133. http://dx.doi.org/10.1029/2005eo130001.

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Iguchi, Seitaro, Kyuma Ohta, Takashi Hasegawa, and Eiichi Suzuki. "Medical Students Provide Volunteer Services Following the Chuetsu-Oki Earthquake." General Medicine 10, no. 1 (2009): 28–29. http://dx.doi.org/10.14442/general.10.28.

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Orense, Rolando P., Masayuki Hyodo, Hiroaki Kanda, and Junya Ohashi. "Geotechnical aspects of the 2007 Niigataken Chuetsu-Oki, Japan earthquake." Bulletin of the New Zealand Society for Earthquake Engineering 41, no. 2 (June 30, 2008): 83–89. http://dx.doi.org/10.5459/bnzsee.41.2.83-89.

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On 16 July 2007, an earthquake of magnitude 6.8 occurred with an epicentre off the west coast of Niigata Prefecture (Japan), causing widespread damage to buildings and other types of civil engineering structures due to ground shaking and earthquake-induced ground failures. Landsliding and soil liquefaction occurred extensively in various parts of the affected region. This paper presents the preliminary results of the post-earthquake damage investigation conducted at the affected areas after the earthquake, with emphasis on the seismic-induced ground failures and their effects on the built environment.
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30

Scawthorn, Charles. "Building Aspects of the 2004 Niigata Ken Chuetsu, Japan, Earthquake." Earthquake Spectra 22, no. 1_suppl (March 2006): 75–88. http://dx.doi.org/10.1193/1.2173184.

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The 23 October 2004 Niigata Ken Chuetsu, Japan, earthquake ( Mw=6.6) significantly damaged many buildings. Major damage was generally confined to areas where very strong ground motions and/or permanent ground displacement occurred in the epicentral region. Outside this region, however, in Nagaoka about 1,000 buildings were completely destroyed, and almost 50,000 sustained some damage. Closer to or in the epicentral region, Ojiya, Kawaguchi, and Yamakoshi all sustained major building damage, with many traditional Japanese houses collapsing. A newer and larger type of housing specific to the region, which has full-perimeter reinforced concrete walls, generally performed very well. A promptly and widely employed safety inspection program appears to have functioned well.
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Scawthorn, Charles, Masakatsu Miyajima, Yusuke Ono, Junji Kiyono, and Masanori Hamada. "Lifeline Aspects of the 2004 Niigata Ken Chuetsu, Japan, Earthquake." Earthquake Spectra 22, no. 1_suppl (March 2006): 89–110. http://dx.doi.org/10.1193/1.2173932.

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After landslides, damage to lifelines was the next most notable feature of the 23 October 2004 Niigata Ken Chuetsu, Japan, earthquake ( Mw=6.6). Roads and highways sustained damage at over 6,000 locations; rail lines, water systems, and wastewater systems sustained major damage; and over 300,000 customers lost electric power. Nagaoka's water supply was disrupted by the failure of electric power, which illustrates lifeline interaction, and Ojiya's water treatment plant almost lost its intake of raw water. Nagaoka's 1,079- km-long water system sustained damage at 287 locations, and Ojiya's 329- km-long water system sustained damage at 102 locations. In 2,672 km of wastewater piping, damage was sustained at over 9,000 locations, with manhole settlement or uplift at over 1,300 locations. The pattern of refugees was strongly influenced by the availability of lifeline services—primarily, electric power.
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Tamura, Keiko, Go Urakawa, and Haruo Hayashi. "2007 Emergency Mapping Center Constructing Common Operational Pictures with GIS." Journal of Disaster Research 5, no. 1 (February 1, 2010): 5–11. http://dx.doi.org/10.20965/jdr.2010.p0005.

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Emergency Mapping Center (EMC) activities at Chuetsu-oki Emergency Operation Center (EOC) are an innovative approach to disaster management, originating in Niigata Prefecture. This represents three important “firsts” in Japan – (1) the first disasterresponse digital mapping providing common operational pictures (COP) to local responders in real time, (2) the first collaborative emergency operations center (EOC) information analysis team, and (3) the first EMCstaff not directly supporting operation function but supporting staff function of EOC.
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Liu, Zijian, and Takeyasu Suzuki. "Using Agent Simulations to Evaluate the Effect of a Regional BCP on Disaster Response." Journal of Disaster Research 13, no. 2 (March 19, 2018): 387–95. http://dx.doi.org/10.20965/jdr.2018.p0387.

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The 2016 Kumamoto earthquake caused severe damage to economic activities and livelihood of residents by disrupting the supply chains of common resources, such as food, water, roads, and other infrastructure. This disaster has made recovery difficult for businesses in the region. The importance of addressing BCP in regional areas was made clear by the 2004 Niigataken Chuetsu earthquake and the 2007 Niigataken Chuetsu-oki earthquake. The 2011 Greate East Japan earthquake revealed that individual business continuity efforts were interrupted by disruption of common infrastructure. Therefore, a new concept of a region-wide business continuity plans (BCP) that focuses on collaboration among stakeholders, including private corporations, local government, and communities, was urgently required to enhance the resilience of the region against disasters. A new concept of Area BCP was proposed by JICA and Prefectural-scale District BCP was formulated by prefectural governments of Kyoto and Kagawa.In order to evaluate the effect of the presence of a regional BCP on disaster response, this study focuses on one of the most important elements of a regional BCP: the disaster relief chain information-sharing factor. Based on the supply of relief goods from the distribution center in Tosu City, Saga Prefecture to the evacuation centers in Kumamoto Prefecture during the Kumamoto earthquake, the evaluation was conducted by quantitative analysis using agent simulations of relief logistics.
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Huyck, Charles K., Masashi Matsuoka, Yoshikazu Takahashi, and T. Thuy Vu. "Reconnaissance Technologies Used after the 2004 Niigata Ken Chuetsu, Japan, Earthquake." Earthquake Spectra 22, no. 1_suppl (March 2006): 133–45. http://dx.doi.org/10.1193/1.2172913.

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The Niigata Ken Chuetsu earthquake reconnaissance provided an opportunity to test several advanced data collection technologies, including light detection and ranging, global positioning system data linked to photos and video, very high resolution satellite imagery, geographic information systems, and Internet map servers. The experience gained showed that these technologies offer the engineering community valuable data both in the field and afterward if properly deployed. Information technology solutions should either aid in the reconnaissance itself or be easy to use in the field. Standards and best practices are needed for deploying advanced technologies within the challenging framework of field reconnaissance.
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KASAI, Shigeru, Koji OKAMOTO, and Teruo AKIZUKI. "The Research Committee of Chuetsu-Oki Earthquake Influences to Kashiwazaki-Kariwa Nuclear Power Station : Good Practice on Chuetsu-Oki Earthquake Influences of Kashiwazaki-Kariwa Nuclear Power Station(Chuetsu-Oki Earthquake Influences to Nuclear Power Station,Power and Energy System Symposium)." Transactions of the Japan Society of Mechanical Engineers Series B 75, no. 751 (2009): 456–57. http://dx.doi.org/10.1299/kikaib.75.751_456.

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Honma, Tsutomu, Go Urakawa, Munenari Inoguchi, Norihiro Tonosaki, and Haruo Hayashi. "Building Local-Government Service-Oriented GIS Through 2007 Chuetsu-Oki Earthquake Experience." Journal of Disaster Research 5, no. 1 (February 1, 2010): 98–107. http://dx.doi.org/10.20965/jdr.2010.p0098.

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Implementing enterprise geographic information systems (EGIS) for local governments usually involves high initial and follow-up cost, e.g., for data maintenance, caused by excessively detailed base maps based on public survey specifications, even though suchmaps are not needed for most municipal operations. This study analyzes requirements for reducing costs of an implementation and maintenance of local-government EGIS (LGEGIS). The study also analyzes goals for local-government EGIS (LGEGIS). Both the analysis in this research are based on the case of the Kashiwazaki City EGIS in response to the 2007 Niigata Chuetsu-oki Earthquake.
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37

TANI, Shigeru, Masayuki SAITO, and Shigeo ARAKI. "DAMAGE TO A SHIELD TUNNEL CAUSED BY THE CHUETSU OKI EARTHQUAKE." STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING 27, no. 2 (2010): 72s—84s. http://dx.doi.org/10.2208/jsceseee.27.72s.

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38

IMAI, Kentaro, Tomoyuki TAKAHASHI, and Tomohiro KONUMA. "Characteristics of Tsunami Propagation on the (2007) Niigataken Chuetsu-oki Earthquake." PROCEEDINGS OF COASTAL ENGINEERING, JSCE 55 (2008): 361–65. http://dx.doi.org/10.2208/proce1989.55.361.

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39

TSUCHIYA, Satoshi, Hirokazu TATANO, and Norio OKADA. "A Framework of Measuring Economic Losses from the Niigata-Chuetsu Earthquake." INFRASTRUCTURE PLANNING REVIEW 23 (2006): 365–72. http://dx.doi.org/10.2208/journalip.23.365.

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40

Joint Research Team of The Japan La. "Landslide Disasters Caused by The Chuetsu Earthquake on October 23, 2004." Journal of the Japan Landslide Society 41, no. 6 (2005): 651–54. http://dx.doi.org/10.3313/jls.41.6_651.

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41

Aoki, Yosuke, Masato Furuya, and Teruyuki Kato. "Coseismic deformation due to the 2007 Chuetsu-oki earthquake (Mw= 6.8)." Earth, Planets and Space 60, no. 11 (November 2008): 1075–80. http://dx.doi.org/10.1186/bf03353139.

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42

Kodama, Makoto, Hiroshi Watanabe, and Yoshifusa Aizawa. "Takotsubo Cardiomyopathy and Sudden Cardiovascular Death Triggered by Niigata-Chuetsu Earthquake." Journal of Cardiac Failure 18, no. 10 (October 2012): S123. http://dx.doi.org/10.1016/j.cardfail.2012.08.016.

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43

NAGASHIMA, Tadami. "We Learn Indomitable Will to Live in the Aftermath Chuetsu Great Earthguake." JOURNAL OF THE JAPANESE ASSOCIATION OF RURAL MEDICINE 56, no. 6 (2008): 812–23. http://dx.doi.org/10.2185/jjrm.56.812.

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44

Ohta, Yusaku, Satoshi Miura, Takeshi Iinuma, Kenji Tachibana, Takeshi Matsushima, Hiroaki Takahashi, Takeshi Sagiya, et al. "Coseismic and postseismic deformation related to the 2007 Chuetsu-oki, Niigata Earthquake." Earth, Planets and Space 60, no. 11 (November 2008): 1081–86. http://dx.doi.org/10.1186/bf03353140.

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45

Yasuda, Susumu, and Hiroyoshi Kiku. "Uplift of Sewage Manholes and Pipes During the 2004 Niigataken-Chuetsu Earthquake." Soils and Foundations 46, no. 6 (December 2006): 885–94. http://dx.doi.org/10.3208/sandf.46.885.

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46

Olshansky, Robert B., Itsuki Nakabayashi, and Kazuyoshi Ohnishi. "Socioeconomic, Policy, and Planning Aspects of the 2004 Niigata Ken Chuetsu Earthquake." Earthquake Spectra 22, no. 1_suppl (March 2006): 163–75. http://dx.doi.org/10.1193/1.2172281.

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Abstract:
The Niigata Ken Chuetsu earthquake struck a mostly rural and mountainous part of Niigata prefecture in Japan. Forty-eight people died, and 551 were severely injured. Over 100,000 people required emergency shelter, and nearly 3,500 households are living in temporary housing. The prefecture government has estimated earthquake damages at 3 trillion yen (about $30 billion), and at least 1,000 workers lost their jobs. The primary issues involve lack of access to rural settlements because of landslides, effects on elderly populations, and the long-term effects on the agricultural economy and lifestyle of the region. Because of extensive landsliding, many communities will also have to face difficult decisions regarding possible relocation or abandonment of their village sites. Based on the experiences of other earthquakes, it is clear that this process will take many years to resolve, and that much of the region will be permanently changed by this earthquake.
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47

Ashford, Scott A., and Yohsuke Kawamata. "Performance of Transportation Systems during the 2004 Niigata Ken Chuetsu, Japan, Earthquake." Earthquake Spectra 22, no. 1_suppl (March 2006): 111–32. http://dx.doi.org/10.1193/1.2172282.

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With the possible exception of the Shinkansen railway, transportation structures for the most part performed well in the Niigata Ken Chuetsu earthquake. There were no collapses. The damage appeared limited and repairable, indicating generally good performance despite the severe ground motions in the epicentral region. The reconnaissance team visited every bridge structure crossing the Uono and Shinano rivers in the epicentral region. All but two of the highway bridges inspected were open for at least limited traffic, and those two appeared to be open for emergency vehicles. Significant damage was observed on the Shinkansen high-speed railway, as well as on some local railway lines, but all appeared repairable. A historic first was the earthquake's derailment of a high-speed Shinkansen train.
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48

OKAMOTO, Koji, Tadashi NARABAYASHI, and Toshiyuki TAKAGI. "The Research Committee of Chuetsu-Oki Earthquake Influences to Kashiwazaki-Kariwa Nuclear Power Station (Overview)(Chuetsu-Oki Earthquake Influences to Nuclear Power Station,Power and Energy System Symposium)." Transactions of the Japan Society of Mechanical Engineers Series B 75, no. 751 (2009): 442–44. http://dx.doi.org/10.1299/kikaib.75.751_442.

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49

MIYAMOTO, Takefumi, Masamichi SOGABE, and Yoshitaka MURONO. "362681 DYNAMICS SIMULATION OF SHINKANSEN CARS IN SEISMIC MOTION DURING THE NIIGATAKEN CHUETSU EARTHQUAKE(Safety,Technical Session)." Proceedings of International Symposium on Seed-up and Service Technology for Railway and Maglev Systems : STECH 2009 (2009): _362681–1_—_362681–6_. http://dx.doi.org/10.1299/jsmestech.2009._362681-1_.

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50

MIZUMACHI, Wataru, and Masahide KOBAYASHI. "The Research Committee of Chuetsu-Oki Earthquake Influences to Kashiwazaki-Kariwa Nuclear Power Station : Importance Classification(Chuetsu-Oki Earthquake Influences to Nuclear Power Station,Power and Energy System Symposium)." Transactions of the Japan Society of Mechanical Engineers Series B 75, no. 751 (2009): 447–49. http://dx.doi.org/10.1299/kikaib.75.751_447.

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