Save this PDF as:
 WORD  PNG  TXT  JPG

Size: px
Start display at page:

Download ""

Transcription

1

2

3

4

5

6

7

8

9

10

11

12

13 Pacific Conf. on Earthquake Engineering Auckland (New Zealand) The New Zealand National Society for Earthquake Engineering Areas of particular interest are : Seismotectonics Seismic hazard and risk assessment Strong ground motion Post-earthquake reconnaissance and field observation of the effects of earthquakes. Earthquake response of sedimentary basins Responses of soils and soil-structure interaction Experimental techniques Seismic performance of structures, non-structural elements, litelines, building services Design of structures and components Seismic code provisions The Administrative Secretary, New Zealand National Society for Earthquake Engineering, P. 0. Box , Wellington, New Zealand Tel. and Fax

SEISMIC HAZARD ESTIMATION BASED ON ACTIVE FAULT DATA AND HISTORICAL EARTHQUAKE DATA By Hiroyuki KAMEDA and Toshihiko OKUMURA A method is presented for using historical earthquake data and active fault

More information

Key Words: probabilisic scenario earthquake, active fault data, Great Hanshin earthquake, low frequency-high impact earthquake motion, seismic hazard map 3) Cornell, C. A.: Engineering Seismic

More information

プリント

プリント 1 2 3 4 End 1 2 End End 5 6 NEW PIN NEW PIN 1 1 PIN CONF 2 PIN 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53

More information

(1) 2

(1) 2 - - 1 2 34 5 1192-0397 1-1 E-mail:oda-yoshiya@c.metro-u.ac.jp 2270-1194 1646 E-mail:y-aoyagi@criepi.denken.or.jp 2270-1194 1646 E-mail: higashi@criepi.denken.or.jp 4270-1194 1646 E-mail: shintaro@criepi.denken.or.jp

More information

耐震ガイドライン2章

耐震ガイドライン2章 1995 5 1 2 1. WG1 2000 6. 2 3 4 1 2 1) 1996.5. 2) 2000.6. 3) No.675/I-55pp.15252001.4. 10 . 100 1000........ 12. 1891. 11 ........... 2 1 12 2 1 2 (1) 1 1 i) 12 12 2 ii) 1 2 50 iii) 2 2 1 12 2 1 1 2 1

More information

橡report.PDF

橡report.PDF 10 3 45 9 () Knowing Hazard Visualization of Crustal Strain in the Japanese Islands using GPS Data GPS Eric N. Oware Mitigation (SAR) (DIS) Preparedness Response & Recovery (SAR) Information Dissemination

More information

untitled

untitled 21 COE Center for Urban Earthquake Engineering Tokyo Institute of Technology 2006 3 20 20 th March 2006 No.4 1 2005 9 25 29 5 Taiwan-Japan Symposium on Advancement of Urban Earthquake Hazard Mitigation

More information

基礎科目

基礎科目 2. 都市地震工学特別専門学修プログラム プログラム概要 本プログラムは, 都市防災工学の成果を国際的に水平展開する地震防災分野の先導的研究者 高度専門技術者を育成することを目的としている 以下に示す対象コースのそれぞれの専門課程の教育に加えて, 本特別専門学修プログラムを履修することにより, 地震防災に関する最新の知識と高い見識に加え, リーダーシップをもって国際的に地震防災分野で活躍するためのコミュニケーション能力,

More information

0-

0- 5 6 7 Seismic observation station Agency Seismic intensity South- North (NS) Maximum acceleration (Gal ) East-West (EW) Vertical (UD) Combining threecomponent Epicentral distance (km) Kawaguchi* JMA 7

More information

災害表1.eps

災害表1.eps Assessment of Disaster Damages in 2008 Assessment of Disaster Damages in 2008 Assessment of Disaster Damages in 2008 Assessment of Disaster Damages in 2008 Assessment of Disaster Damages in 2008 Assessment

More information

33312004_先端融合開発専攻_観音0314PDF用

33312004_先端融合開発専攻_観音0314PDF用 Advanced Course for Interdisciplinary Technology Development National Institute of Technology, Gifu College Advanced Course for Interdisciplinary Technology Development 1 5 Curriculum National Institute

More information

<4D F736F F D DC58F498A6D92E894C5817A30325F93738E73926E906B8D488A7793C195CA90EA96E58A778F43505F A8F4388C493E E646F63>

<4D F736F F D DC58F498A6D92E894C5817A30325F93738E73926E906B8D488A7793C195CA90EA96E58A778F43505F A8F4388C493E E646F63> 2. 都市地震工学特別専門学修プログラム プログラム概要 本プログラムは, 都市防災工学の成果を国際的に水平展開する地震防災分野の先導的研究者 高度専門技術者を育成することを目的としている 以下に示す対象コースのそれぞれの専門課程の教育に加えて, 本特別専門学修プログラムを履修することにより, 地震防災に関する最新の知識と高い見識に加え, リーダーシップをもって国際的に地震防災分野で活躍するためのコミュニケーション能力,

More information

93, , , , , , , , , , , ,0 7.7, , ,6 5

93, , , , , , , , , , , ,0 7.7, , ,6 5 Responses of Damaged Municipalities by the Mid Niigata Prefecture Earthquake in 004 46 0 67 66 4,74 4,65,87,746 0,509 00,453,04 3,3 70,79 8,73 6,663 589,969 0 6 03,78 34 93,44 8. 84,447 9.7 3 88,48.0 4

More information

1/3 (b) (D)=330330(mm) M/(QD)=2.0 6 (F c )80 N/mm 2 120N/mm 2 F c RC 16- D22(SD490)16-D19(USD685) (PCa) 16 4 PC -RB6.2(SBPD p w =0.73% C

1/3 (b) (D)=330330(mm) M/(QD)=2.0 6 (F c )80 N/mm 2 120N/mm 2 F c RC 16- D22(SD490)16-D19(USD685) (PCa) 16 4 PC -RB6.2(SBPD p w =0.73% C * * Structural Performance on Reinforced Concrete and Precast Concrete Columns Using Ultra High Strength Materials by Toshio MATSUMOTO and Hiroshi NISHIHARA Abstract In this experimental study, in order

More information

Key Words: liquefaction, ground displacement, case study, experiment, viscosity, pseudoplastic flow D=0. 75VHVB (o, IuY= mr, m)/(o pr p) Vm/Vp=r m /l1p = 2 /p -1/VA 7) Hamada, M., Sato,

More information

Qx-Qy2 cbmo=arctanv ax=-arctanzzxylay=ax+ r am-(ax+a) RS-1ksineccosImo2S(sin-sinmo)2 RT-ks sin bsincbmosin -sin qs mo Rc-1sinsinImodam2sin-sinoUm dys=

Qx-Qy2 cbmo=arctanv ax=-arctanzzxylay=ax+ r am-(ax+a) RS-1ksineccosImo2S(sin-sinmo)2 RT-ks sin bsincbmosin -sin qs mo Rc-1sinsinImodam2sin-sinoUm dys= MODELLING SOIL BEHAVIOR UNDER ARBITRARY LOADING AND ITS APPLICATION TO LIQUEFACTION ANALYSIS By Kiyoshi FUKUTAKE and Akira OHTSUKI In order to simulate the ground motion under arbitrary loading including

More information

橡災害.PDF

橡災害.PDF 1 2 3 4 5 6 7 8 9 10 11 12 2.1 2.2 2.2.1 13 2.2.2 2.2.3 14 2.3 2.3.1 2.3.2 all or nothing 2.4. 2.4.1 15 i) ii) iii) iv) 2.5 2.4.2 2.2 2.5 2.5.1 16 2.5.2 2.6 2.6.1 2.4 2.6.2 2.6.3 2.6.4 17 18 3.2.1 Hazard

More information

日本建築学会技術報告集第 19 巻第 42 号, ,2013 年 6 月 AIJ J. Technol. Des. Vol. 19, No.42, , Jun., 2013 軟弱地盤に建つ超高層 RC 造集合住宅の地震応答評価と被害との対応 2011 年東北地方太平洋沖地震

日本建築学会技術報告集第 19 巻第 42 号, ,2013 年 6 月 AIJ J. Technol. Des. Vol. 19, No.42, , Jun., 2013 軟弱地盤に建つ超高層 RC 造集合住宅の地震応答評価と被害との対応 2011 年東北地方太平洋沖地震 日本建築学会技術報告集第 19 巻第 42 号,447-452,213 年 6 月 AIJ J. Technol. Des. Vol. 19, No.42, 447-452, Jun., 213 軟弱地盤に建つ超高層 RC 造集合住宅の地震応答評価と被害との対応 211 年東北地方太平洋沖地震時の強震記録に基づく検討 RELATION BETWEEN EVALUATION OF SEISMIC RESPONSE

More information

2

2 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2 3 01 02 03 4 04 05 06 5 07 08 09 6 10 11 12 7 13 14 15 8 16 17 18 9 19 20 21 10 22 23 24 11 FIELD MAP 12 13 http://www.pref.ishikawa.jp/shinrin/zei/index.html

More information

-1 - -2 - -3 - -4 - -5 - -6 - -7 - -8 - -9- 44-10 - -11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 - - 19 - - 20 - - 21 - - 22 - - 23 - - 24 - - 25 - - 26 - - 27 - 372 304-28 - - 29 - - 30 - - 31

More information

帝学・研究論集 46(P)よこ☆/2.古田

帝学・研究論集 46(P)よこ☆/2.古田 1 1901 1933 3 1 1919 24 25 28 10 30 1905 1945 19 1 3 1 3 1 3 1 3 1 1 33 60 1988 23 1930 1970 1990 3 2 1930 1 Victor Wellington Peter 1935 Korean Christian Literature Society 12 1 300 90 90 1995, p.196.

More information

, ()

, () 52 1952 2000 4 3,474 87.6 1. 2. () 3. 4. 79 CD-ROM 80 : 1953 2000 10 1 2003 2215 91 373 453 167 1131 2 2 146 310 3 5 21 57 35 20 30 70 87 88 89 90 91 30 010-84272233 www.cabr.com.cn 2215 91 373 453

More information

/ / M. km km. m 図 1 CMT Hi-net CMT F-net CMT 図 1 PGV K-NET KiK-net 2. 地震および地震動の概要 / M JMA. / M JMA. 図 1 CMT PGV

/ / M. km km. m 図 1 CMT Hi-net CMT F-net CMT 図 1 PGV K-NET KiK-net 2. 地震および地震動の概要 / M JMA. / M JMA. 図 1 CMT PGV J. JSNDS 35-2 77-86 2016 平成 28 年 (2016 年 ) 熊本地震の概要と益城町周辺における余震 常時微動観測 宮本崇 1 飯山かほり 2 後藤浩之 3 盛川仁 2 Summary of the Kumamoto Earthquake and aftershock/microtremer observations in and around Mashiki town Takashi

More information

地震動予測手法の現状

地震動予測手法の現状 hayashi@archi.kyoto-u.ac.jp 3 4) ( ) / 5) 6) 7) 8) 995 G 地震動の大きさ 性能レベル グレード Ⅰ グレード Ⅱ グレード Ⅲ Q 基準法稀地震 基準法極稀地震 軽微な被害 ~ 小破 ~ 中破 レベル クライテリア 内陸直下型地震 軽微な被害 ~ 小破 ~ 中破 軽微な被害 ~ 小破 ~ 中破 の領域の検証法の提案を目指す 耐力劣化点 レベル

More information

Optical Lenses CCD Camera Laser Sheet Wind Turbine with med Diffuser Pitot Tube PC Fig.1 Experimental facility. Transparent Diffuser Double Pulsed Nd:

Optical Lenses CCD Camera Laser Sheet Wind Turbine with med Diffuser Pitot Tube PC Fig.1 Experimental facility. Transparent Diffuser Double Pulsed Nd: *1 *2 *3 PIV Measurement of Field of the Wind Turbine with a med Diffuser Kazuhiko TOSHIMITSU *4, Koutarou NISHIKAWA and Yuji OHYA *4 Department of Mechanical Engineering, Matsue National Collage of Technology,

More information

P.37 P.816 P.17 P.1819 contents 1 2

P.37 P.816 P.17 P.1819 contents 1 2 201211 NEW! P.37 P.816 P.17 P.1819 contents 1 2 3 4 5 6 7 8 http://www.tokiomarine-nichido.co.jp/ 1 2 16 3 11 4 1 18 9 10 5 6 11 12 18 9 10 6 7 8 13 1411 12 5 13 14 15 1615 16 21 17 18 0120-071-281 19

More information

(= ) ( Web-GIS

(= ) ( Web-GIS Stochastic Analyses of Site Amplifications for Providing Digital Hazard Maps of Strong Ground Motion at the Areas in the City of Owariasahi ~ An Analysis of the Accuracies Based on the Observations~ ***********

More information

構造工学シンポジウム特別講演_本城_ PDF

構造工学シンポジウム特別講演_本城_ PDF 10 2 (2004) (JGS4001-2004) 21 1) code PLATFORM ver.1 2) 3)11) code PLATFORM ver.1 21 code PLATFORM ver.1-1 -2Vision2000-3 comprehensive design code ISO2394 16) Eurocode0 17) 2003 2),,,.,,,,,,.,.. ( WTO/TBT

More information

Densely populated wooden house areas are designated by Tokyo Metropolitan Government (from No.1 to No.28) Tokyo business district i (financial distric

Densely populated wooden house areas are designated by Tokyo Metropolitan Government (from No.1 to No.28) Tokyo business district i (financial distric 2017/07/13 US-Japan workshop (2018) E-Defense Test Plan Takuya Nagae 2006-2014 2014 E-Defense 2014-2017 2017 Nagoya University Densely populated wooden house areas are designated by Tokyo Metropolitan

More information

JHPCN-FINALv04.pdf

JHPCN-FINALv04.pdf 28 2017 5 jh160029 NAH [1] 5.1 3 FX-10 [2] 5.2 FX-10 [3] 5.3 2016 4 TSUBAME-2.5 10 [4] 5.4 1. (1) (2) (3) GPU GPU TSUBAME FX10 FX10 2. 2011 3 11 M9 1 28 2017 5 M7.3 M6.6 2016 Finite-Difference Time Domain

More information

20 Microsoft Excel Adobe Acrobat Reader

20 Microsoft Excel Adobe Acrobat Reader 20 Microsoft Excel Adobe Acrobat Reader 20 4000 00 m 2 1 m 2 282 m 2 7000 m 3 3 4 0 78 3 1Main_map_Chuetsu.pdf 2Slope_map_Chuetsu.pdf 3Slope_data_Chuetsu.xls 1Main_map_Chuetsu.pdf 2Slope_map_Chuetsu.pdf

More information

Research on Academic Degrees and University Evaluation The Chronicle of Higher Education Chronicle Analytical Perspectives Research Centers Directory Research Centers Directory Administrative Policies

More information

Axisymmetric Finite Element Analysis for Sloshing Response of Floating Roofs in Cylindrical Storage Tanks Shoichi YOSHIDA*3,Kazuyoshi SEKINE and Tsuka

Axisymmetric Finite Element Analysis for Sloshing Response of Floating Roofs in Cylindrical Storage Tanks Shoichi YOSHIDA*3,Kazuyoshi SEKINE and Tsuka Axisymmetric Finite Element Analysis for Sloshing Response of Floating Roofs in Cylindrical Storage Tanks Shoichi YOSHIDA*3,Kazuyoshi SEKINE and Tsukasa MITSUTA *3 Center for Risk Management and Safety

More information

スーパーコンピュータ「京」を用いた防災・減災研究

スーパーコンピュータ「京」を用いた防災・減災研究 Studies for Prevention and Mitigation of Natural Disasters Using the K computer 上原均 安藤和人 あらまし HPCI 3 3 Abstract Japan has often been hit by serious natural disasters. To prevent and mitigate disasters,

More information

RAD-AR News Vol.11 (Oct. 2000) 2

RAD-AR News Vol.11 (Oct. 2000) 2 RISK / BENEFIT ASSESSMENT OF DRUGS-ANALYSIS & RESPONSE RAD-AR ts 1 2 1 1 3 1 1 RAD-AR News Vol.11 (Oct. 2000) 2 3 RAD-AR News Vol.11 (Oct. 2000) 4 5 RAD-AR News Vol.11 (Oct. 2000) 6 ts 7 RAD-AR News Vol.11

More information

Microsoft Word - mitomi_v06.doc

Microsoft Word - mitomi_v06.doc MSS mitomi@edm.bosai.go.jp matsuoka@edm.bosai.go.jp yamazaki@edm.bosai.go.jp taniguchi@manage.nitech.ac.jp 1 MSS MSS 2 2 1 m MSS CCT CCT Fig.1 CCT b02-b0 b0-b0b-b b-b1 CCT Landsat/TM MSS S/N 21x21 21x21

More information

8km M km M M8.4 1M M M 東北地方太平洋沖で想定されていた地震 Fig % 8 9% M8. 6 3m M % Fig.1 Distribution of

8km M km M M8.4 1M M M 東北地方太平洋沖で想定されていた地震 Fig % 8 9% M8. 6 3m M % Fig.1 Distribution of 東日本大震災 A Catastrophic Earthquake in Tohoku, Japan 1) 東北地方太平洋沖地震の地震 地震動について 1) Earthquake and Strong Ground Motion of the 211 off the Pacific Coast of Tohoku Earthquake 小林喜久二 Kikuji Kobayashi *1 211 3 11

More information

Q A Q Q Q Q 50

Q A Q Q Q Q 50 Faculty of Engineering 1. 2. 3. 4. keyword 49 Q A Q Q Q Q 50 Faculty of Engineering 51 Q A Q A Q Q Q Q 52 Faculty of Engineering 53 Q A Q A Q Q Q Q 54 Faculty of Engineering 55 Q A Q A Q Q Q Q 56 Faculty

More information

) (M w ) km 100km M w SN 3) Hz Hz m S 12) (D) 30km (1) No. Earthquake Date Mw Focal Depth (

) (M w ) km 100km M w SN 3) Hz Hz m S 12) (D) 30km (1) No. Earthquake Date Mw Focal Depth ( 1) e-mailsmidorik@enveng.titech.ac.jp 2) e-mailootake@ctie.co.jp (M) M M M 1)4) 0.20.3( 0.40.7) 5) 6),7) 7)10) 6) 9) -59- 1968 2001 33 11) (M w ) 5.5 8.3 km 100km M w 3335 1980 SN 3) 0.2 0.3310Hz 0.15

More information

RAD-AR News Vol.12, No.6 (Mar. 2002) 2

RAD-AR News Vol.12, No.6 (Mar. 2002) 2 RISK / BENEFIT ASSESSMENT OF DRUGS-ANALYSIS & RESPONSE RAD-AR Series No.49 2 5 6 8 9 10 12 14 15 16 RAD-AR News Vol.12, No.6 (Mar. 2002) 2 3 RAD-AR News Vol.12, No.6 (Mar. 2002) 4 5 RAD-AR News Vol.12,

More information

7章 構造物の応答値の算定

7章 構造物の応答値の算定 (1) 2 (2) 5.4 5.8.4 2 5.2 (3) 1.8 1) 36 2) PS 3) N N PS 37 10 20m N G hg h PS N (1) G h G/G 0 h 3 1) G 0 PS PS 38 N V s G 0 40% Gh 1 S 0.11% G/G 0 h G/G 0 h H-D 2),3) R-O 4) 5),6),7) τ G 0 γ = 0 r 1 (

More information

WCAG 2.0 W3C/WAI ( ) 2 24 December,

WCAG 2.0 W3C/WAI ( ) 2 24 December, WCAG 2.0 W3C/WAI 2 24 December, 2004 http://www.comm.twcu.ac.jp/~nabe/data/mic-w3c/ "The power of the Web is in its universality. Access by everyone regardless of disability is an essential aspect." --

More information

2 RAD-AR News Vol.14, No.5 (Jan. 2004)

2 RAD-AR News Vol.14, No.5 (Jan. 2004) Series No. 60Jan. 2004 CONTENTS 2 RAD-AR News Vol.14, No.5 (Jan. 2004) 3 4 RAD-AR News Vol.14, No.5 (Jan. 2004) 5 RAD-AR News Vol.14, No.5 (Jan. 2004) 6 7 RAD-AR News Vol.14, No.5 (Jan. 2004) 8 9 1100

More information

スライド 1

スライド 1 GIROJ Earthquake Loss Model General Insurance Rating Organization of Japan 2 Earthquake insurance in Japan (for householders) Insurable property Limited to buildings for residential (including condos)

More information

DoCoMo_layout++J

DoCoMo_layout++J CREATING NEW REVENUE SOURCES 16 19 20 21 22 15 OSAIFU-KEITAI 16 40 20 0 94 95 96 97 98 99 00 01 02 03 04 05 94/04 99/02 IT 01/10 5,114 4,636 2,346 06 17 18 +45 18 20 23 27 27 97 99 01 03 05 9% 24% 1,500

More information

公務員倫理問題への新アプローチ

公務員倫理問題への新アプローチ OECD CPI CPI CPI CPI CPI CPI / GDP / / / /.............................. Transparency International Corruption Perception Index CPI CPI 30 25 20 15 10 5 0 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007

More information

untitled

untitled 2014 20141114 1124A 14:30 15:00 S21.5010 1860 2014 196439616130140.7 3822.2'N13912.7'E34km M:7.5 261,9606,64015,297 (1966 Kudo et al. (2000 9 15 1m 4 SeismoArchives 1964 Niigata (Japan Earthquake Archive:

More information

山本研究員Web公開用

山本研究員Web公開用 2001 BME mailto: chihiroy@fri.fujitsu.com Business Model Engineering Performance Based Management 2 4 Z 5 6 Z 7 8 9 Business Model Engineering Business Model Engineering 11 12 13 14 FSP 15 FSP 16 17 /

More information

untitled

untitled Trade and Trade Finance in the 200809 Financial Crisis, IMF Working Paper WP/11/16., Understanding the Great Trade Collapse of 200809 and the Subsequent Trade Recovery, Economic Perspectives, 2Q/2011.

More information

Clustering in Time and Periodicity of Strong Earthquakes in Tokyo Masami OKADA Kobe Marine Observatory (Received on March 30, 1977) The clustering in time and periodicity of earthquake occurrence are investigated

More information

untitled

untitled 2006 5 27 2006 7 18 1.1 1.2 1.3 RC 2.1 2.2 2.3 2.4 3.1 3.2 3.3 3.4 1 1.1 2006 5 27 5 53 M6.3 2006 5 27 JSCE/AIJ UGM RC 6/20 6/26 1.2 Fauzan RC Fauzan ISI Institut Seni IndonesiaFinancial Audit Agency 14

More information

2

2 1 6 11 17 33 40 46 50 56 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 etc, 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Agricultural Society 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53

More information

紙2003

紙2003 ii iii (1),(2),(3) (1),(2),(3) (4) 4 iv v Role Playing Manual vi vii viii = (3 )(1998.1) -For Disaster Resilient Society 17 ( 12 424 ) 13 14 3 8, p87-89. 11 8 12,, p36, 91. 13 530 ( 10 ) ( 10-13 ) 11 2

More information

橡計画0.PDF

橡計画0.PDF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 120. ( ) 620 250 29 30 31 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 Return on Risk Assets 57 58

More information

DPA,, ShareLog 3) 4) 2.2 Strino Strino STRain-based user Interface with tacticle of elastic Natural ObjectsStrino 1 Strino ) PC Log-Log (2007 6)

DPA,, ShareLog 3) 4) 2.2 Strino Strino STRain-based user Interface with tacticle of elastic Natural ObjectsStrino 1 Strino ) PC Log-Log (2007 6) 1 2 1 3 Experimental Evaluation of Convenient Strain Measurement Using a Magnet for Digital Public Art Junghyun Kim, 1 Makoto Iida, 2 Takeshi Naemura 1 and Hiroyuki Ota 3 We present a basic technology

More information

< F836F A815B934B8D87955C E706466>

< F836F A815B934B8D87955C E706466> 92897 92893 10,000 92894 10,600 92895 11,300 92896 11,900 92897 11,900 92898 15,200 2 92888 92873 4,200 92874 4,200 92875 7,000 92876 7,000 92877 7,000 92878 8,800 92879 8,800 92880 13,300 92881 8,800

More information

J. JSNDS 年 年のインドネシアの地震の地震動の記録 - オランダ植民地時代史料に記述された地震動のロッシ フォレル震度階による整理 - 梶田諒介 1 甲山治 2 Earthquakes in Indonesia from to : Est

J. JSNDS 年 年のインドネシアの地震の地震動の記録 - オランダ植民地時代史料に記述された地震動のロッシ フォレル震度階による整理 - 梶田諒介 1 甲山治 2 Earthquakes in Indonesia from to : Est J. JSNDS 35 105-116 2016 1500 年 -1938 年のインドネシアの地震の地震動の記録 - オランダ植民地時代史料に記述された地震動のロッシ フォレル震度階による整理 - 梶田諒介 1 甲山治 2 Earthquakes in Indonesia from to : Estimation of Rossi-Forel seismic intensity scale of ground

More information

RC Mj.. -. -., -. -. Mj. Mj. A E -. -. 57

RC Mj.. -. -., -. -. Mj. Mj. A E -. -. 57 特 集 リスクと 社 会 安 全 安 心 な 都 市 空 間 形 成 を 目 指 して ~ 都 市 高 架 橋 からのアプローチ~ - Mj., Mw., -. -. S RC S RC 56 RC Mj.. -. -., -. -. Mj. Mj. A E -. -. 57 -. -. A B C D E 58 -. - -.... -. -. -. -. 59 V RC -. -.. -. -.,

More information

ART WORKS Concept Design Concept Design Concept Design Motion Graphics Motion Graphics Motion Graphics Website Website Website Advertising Advertising Advertising Book Design Book Design Book Design Package

More information

Safety Performance of Steel Deck Plate (Flat Decks) Used for Concrete Slab Moulding CONTENTS 1. Introduction ---------------------------------------------------------------- (2) 2. Flat Decks ------------------------------------------------------------------

More information

光学基金報告会資料 最終版.ppt

光学基金報告会資料 最終版.ppt 2012 5 17 AIJ 2012/5/17 Oval Risk-Management Services Inc., All Rights Reserved 1 2012/5/17 Oval Risk-Management Services Inc., All Rights Reserved 2 22 No.93 2011 November 3 86 63 1 49 9 18 56

More information

UPDATE-Vol7999.indd

UPDATE-Vol7999.indd sediment bed surface roller downflow flow pier wake vortex scour hole horseshoe vortex 0.2 m/s 0 5 SCALE (cm) Saddle point m mg/l Upper Bound vs Lower Bound R101-50 (VRPSSTW) 8000 7950 7900 7850 7800

More information

2011 1995 e.g. 1998 1 2012 4 1 2 3 3 1 1 North Island Te Ika-a- M ui South Island Te Wai Pounamu Steward Island Rakiura 27 km² 70 440 3 online 124

2011 1995 e.g. 1998 1 2012 4 1 2 3 3 1 1 North Island Te Ika-a- M ui South Island Te Wai Pounamu Steward Island Rakiura 27 km² 70 440 3 online 124 2011 年 クライストチャーチ 地 震 への マオリの 対 応 2011 2 22 1 Aotearoa New Zealand Christchurch 185 Central Business District 28 Christchurch earthquake M ori e.g. 2012 123 2011 1995 e.g. 1998 1 2012 4 1 2 3 3 1 1 North

More information

Fig. 1. Horizontal displacement of the second and third order triangulation points accompanied with the Tottori Earthquake of (after SATO, 1973)

Fig. 1. Horizontal displacement of the second and third order triangulation points accompanied with the Tottori Earthquake of (after SATO, 1973) Journal of the Geodetic Society of Japan Vol. 27, No. 3, (1981), pp. 183-191 Research on Fault Movement by means of Aero-Triangulation ( T) (An experiment on the earthquake fault of the Izu-Oshima Kinkai

More information

Journal of Human Life Engineering 5 2 20044 13 16 21 25 29 34 40 44 48 1972 1996 2000 2004 4 2002 20032004 1 1989 2 2 2 3 5 1 2 3 4 5 1 2 3 1 2 5 2 2004.4 1 3 3 3 2 4 5 4 5 3 1 2 3 1 2 3 2001 71 71 5 3

More information

WGandProcesses.pptx

WGandProcesses.pptx World Wide Consortium/ Keio Research Institute at SFC 1 World Wide Consortium/ Keio Research Institute at SFC 2 W3C World Wide Consortium. Keio Research Institute at SFC 3 Architecture Interaction Accessibility

More information

yasi10.dvi

yasi10.dvi 2002 50 2 259 278 c 2002 1 2 2002 2 14 2002 6 17 73 PML 1. 1997 1998 Swiss Re 2001 Canabarro et al. 1998 2001 1 : 651 0073 1 5 1 IHD 3 2 110 0015 3 3 3 260 50 2 2002, 2. 1 1 2 10 1 1. 261 1. 3. 3.1 2 1

More information

) (M w ) km 1km M w SN 3).2.331Hz.15.21Hz 1.4 3m S 12) (D) 3km (1) No. Earthquake Date Mw Focal Depth (km) Number of rec

) (M w ) km 1km M w SN 3).2.331Hz.15.21Hz 1.4 3m S 12) (D) 3km (1) No. Earthquake Date Mw Focal Depth (km) Number of rec 1) e-mailsmidorik@enveng.titech.ac.jp 2) e-mailootake@ctie.co.jp (M) M M M 1)4).2.3(.4.7) 5) 6),7) 7)1) 6) 9) -59- 1968 21 33 11) (M w ) 5.5 8.3 km 1km M w 3335 198 SN 3).2.331Hz.15.21Hz 1.4 3m S 12) (D)

More information

JANTI-SANE-03 WG 1. 1.1 197166.817km 16km23km 743 1-1 A, As 1-11-2, 1-3 3760 2981 79.3 1.2 189 Ss Ss S 1-4,5 1-2 1-1 30km 10km Google ZENRIN 1-1 As 1 A 1 B C *1: 2006 1-2 1-2 1-3 1-3 Ss 1-4 6 H21. H21.6/19

More information

231 331 812 230 350 500 100 30 50 100 150 580291954 500100 50175 500 15700 80 200 391964 224 1990 521977 1997 232 51 391964 225 25 26 27 28 29 30 233 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 234 46

More information

JAS 57

JAS 57 JAS 57 Lancaster Kelvin J. Lancaster Lancaster 58 Lancaster POS Revealed Preference Method Stated Preference Method 59 Experimental Auction 60 tobit,,.,,. 61 62 SPSS.. =.... =... =... =.. HACCP... 63.......

More information

<4D F736F F D20D2E5E7E8F1FB E3EEE45FE8F1EFF0>

<4D F736F F D20D2E5E7E8F1FB E3EEE45FE8F1EFF0> 13 1 71 71 71 71 7 1 7 1 7 1 7 1 71 71 71 71 71 71 7 (1 71 71 71 7 1 71 7) 1 7 1 71 71 71 71 71 71 7 1 71 7 1 7 1 71 71 71 71 7 1 71 71 71 71 71 71 71 7 1 71 71 71 71 7, 1 71 71 71 71 71 71 7 1 7 1 71

More information