3rd Cuee Conf Program_JP.xls

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

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,

untitled

- 37 - - 3 - (a) (b) 1) 15-1 1) LIQCAOka 199Oka 1999 ),3) ) -1-39 - 1) a) b) i) 1) 1 FEM Zhang ) 1 1) - 35 - FEM 9 1 3 ii) () 1 Dr=9% Dr=35% Tatsuoka 19Fukushima and Tatsuoka19 5),) Dr=35% Dr=35% Dr=3%1kPa

<4D F736F F D DB82CC88F892A38BAD937893C190AB76355F8D5A897B8CE3325F2E646F63>

Asymmetry of Seismic Displacement Response of Highway Bridge Supported by Spread Foundation Takeshi SHIMABUKURO* Rei FUJITA** and Norihiko YAMASHITA*** The objective of this paper is to discuss the causes

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

The Evaluation on Impact Strength of Structural Elements by Means of Drop Weight Test Elastic Response and Elastic Limit by Hiroshi Maenaka, Member Sh

The Evaluation on Impact Strength of Structural Elements by Means of Drop Weight Test Elastic Response and Elastic Limit by Hiroshi Maenaka, Member Shigeru Kitamura, Member Masaaki Sakuma Genya Aoki, Member

I I Evaluation of Fragility Functions for Tsunami Damage in Coastal District in Natori City, Miyagi Prefecture and Mitigation Effects of Coastal Dune

II Evaluation of Fragility Functions for Tsunami Damage in Coastal District in Natori City, Miyagi Prefecture and Mitigation Effects of Coastal Dune Yasuo NIHEI, Toshiaki MAEKAWA, Rika OHSHIMA and Maimi

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

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

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

国土技術政策総合研究所　研究資料

ISSN TECHNICAL NOTE of National Institute for Land and Infrastructure Management No256 September 2005 Experimental Study on Seismic Behavior of Seawalls for Controlled Waste Disposal Shingo KANO, Katsuya

The Evaluation of LBB Behavior and Crack Opening Displacement on Statically Indeterminate Piping System Subjected to Monotonic Load The plastic collap

The Evaluation of LBB Behavior and Crack Opening Displacement on Statically Indeterminate Piping System Subjected to Monotonic Load The plastic collapse and LBB behavior of statically indeterminate piping

CHARACTERISTICS OF LOVE WAVE GENERATED AROUND A DIPPING BASEMENT By Susumu NAKAMURA, Iwao SUETOMI, Shinichi AKIYAMA and Nozomu YOSHIDA Source mechanis

CHARACTERISTICS OF LOVE WAVE GENERATED AROUND A DIPPING BASEMENT By Susumu NAKAMURA, Iwao SUETOMI, Shinichi AKIYAMA and Nozomu YOSHIDA Source mechanism and characteristics of the horizontally propagating

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

1..FEM FEM 3. 4.

008 stress behavior at the joint of stringer to cross beam of the steel railway bridge 1115117 1..FEM FEM 3. 4. ABSTRACT 1. BackgroundPurpose The occurrence of fatigue crack is reported in the joint of

Table 1 Type of polymeric coating materials Fig. 2 Results of suppressive effects of polymeric coating materials on the progress of neutralization of concrete. Table 2 Evaluation of the suppressive effects

ON STRENGTH AND DEFORMATION OF REINFORCED CONCRETE SHEAR WALLS By Shigeru Mochizuki Concrete Journal, Vol. 18, No. 4, April 1980, pp. 1 `13 Synopsis A

ON STRENGTH AND DEFORMATION OF REINFORCED CONCRETE SHEAR WALLS By Shigeru Mochizuki Concrete Journal, Vol. 18, No. 4, April 1980, pp. 1 `13 Synopsis After Tokachioki Earthquake of 1968, the importance

Present Situation and Problems on Aseismic Design of Pile Foundation By H. Hokugo, F. Ohsugi, A. Omika, S. Nomura, Y. Fukuda Concrete Journal, Vol. 29

Present Situation and Problems on Aseismic Design of Pile Foundation By H. Hokugo, F. Ohsugi, A. Omika, S. Nomura, Y. Fukuda Concrete Journal, Vol. 29, No. 8, pp. 4-12, Aug. 1986 Synopsis The pile foundation

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 (

非線形長波モデルと流体粒子法による津波シミュレータの開発 I_ m ρ v p h g a b a 2h b r ab a b Fang W r ab h 5 Wendland 1995 q= r ab /h a d W r ab h

土木学会論文集 B2( 海岸工学 ) Vol. 70, No. 2, 2014, I_016-I_020 非線形長波モデルと流体粒子法による津波シミュレータの開発 Development of a Tsunami Simulator Integrating the Smoothed-Particle Hydrodynamics Method and the Nonlinear Shallow Water

<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,

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

Steel Construction Engineering Vol.3 No.12(December 1996)

Applicability of Notinal Load - Plastic Hinge Analysis to Structural Design of Steel Frames ABSTRACT ; Plastic hinge method inherently assumes the elastic-perfectly plastic momentcurvature relation which

Study of the "Vortex of Naruto" through multilevel remote sensing. Abstract Hydrodynamic characteristics of the "Vortex of Naruto" were investigated b

Study of the "Vortex of Naruto" through multilevel remote sensing. Abstract Hydrodynamic characteristics of the "Vortex of Naruto" were investigated based on the remotely sensed data. Small scale vortices

第６２巻　第１号　平成２４年４月／石こうを用いた木材ペレット

Bulletin of Japan Association for Fire Science and Engineering Vol. 62. No. 1 (2012) Development of Two-Dimensional Simple Simulation Model and Evaluation of Discharge Ability for Water Discharge of Firefighting

2006 Method for estimation of characteristics of wooden houses using vibration test data

2006 Method for estimation of characteristics of wooden houses using vibration test data. 2007 1 1095524 Method for estimation of characteristics of wooden houses using vibration test data. 2 1 6.4Hz2

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,

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

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

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

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)

S-6.indd

Structural Health Monitoring with Fiber Optic Deformation Sensor ( SOFO ) SOFO SOFO ( SOFO V ) ( SOFO Dynamic ) 2 SOFO The fiber optic deformation sensor, SOFO, has excellent characteristics such as ease

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

橡program

Wavelet 2001 2000 10 11 12 13 JA 14MITMD 15 16AMD 17 18 3 19 3 20 21 1 22 RC 23 24 RC 25 26 27 28 29 30 () 31 32 33 34 () () 35 () () 36Reduced Stiffness Buckling Strength Analysis of Axially Loaded Cylindrical

untitled

Annuals of Disas. Prev. Res. Inst., Kyoto Univ., No. 48 A, 2005 1. 2004 26 9 4,000m 28 8.7 2. 2004 12 26 M9.0 6cm ( 1,600km) ( 6,000km) 1900 Table 23 2 150 60 2 22 7 72 7,530 11 (1) 1755 62,000 (2) 1782

Fig. 1 KAMOME50-2 Table 1 Principal dimensions Fig.2 Configuration of the hydrofoils (Endurance and sprint foil) Fig. 3 Schematic view of the vortex l

A study on the simulation of the motion of personal full-submerged hydrofoil craft by Yutaka Terao, Member Summary A new energy utilization project developed by Tokai University was started in 1991. It

Fig. 1 Imminence of Tokyo Metropolitan Earthquakes (The committees for technical investigations on countermeasures for Tokyo Metropolitan Earthquakes,

Journal of Geography 116 (3/4) 490-503 2007 Damage Estimation of the Next Tokyo Metropolitan Earthquake and Mitigation Measures Koji IKEUCHI* and Natsuo ITO* Abstract The Central Disaster Management Council

電子部品はんだ接合部の熱疲労寿命解析

43 Evaluation for Thermal Fatigue Life of Solder Joints in Electronic Components Haruhiko Yamada, Kazuyoshi Ogawa 2 63Sn- 37Pb 95Pb-5Sn Si Cu Si 63Sn-37Pb Since automotive electronic components are used

<4D F736F F F696E74202D20315F FA967B82C B82CC91CF906B8B4B92E882CC94E48A F3816A2E707074>

Comparison for Seismic Standard between and Mongolia Tadashi Sugano Tomokazu Tateno Outline Mongolia Design of ordinary buildings First design (allowable stress) Compare Second desing (ultimate strength

untitled

20 * Re-Evaluation of Isoseismal Maps and Magnitudes from Two Big Earthquakes along the Subduction Zone of Kyushu and Ryukyu Islands Early in the 20th Century Masayuki TAKEMURA, Katsuhisa KANDA Kobori

技術研究報告第２６号

1) 2) 3) 250Hz 500Hz RESEARCH ON THE PHYSICAL VOLUME OF THE DYNAMIC VIBRATION RESPONSE AND THE REDUCTION OF THE FLOOR IMPACT SOUND LEVEL IN FLOORS OF RESIDENTIAL HOUSING Hideo WATANABE *1 This study was

京都大学防災研究所年報第 60 号 A 平成 29 年 DPRI Annuals, No. 60 A, 2017 Generating Process of the 2016 Kumamoto Earthquake Yoshihisa IIO Synopsis The 2016 Kumamoto e

京都大学防災研究所年報第 60 号 A 平成 29 年 DPRI Annuals, No. 60 A, 2017 Generating Process of the 2016 Kumamoto Earthquake Yoshihisa IIO Synopsis The 2016 Kumamoto earthquake is a large intraplate earthquake that broke

1793 Detailed Distributions of Seismic Intensity and Tsunami Heights of the Kansei off Miyagi Prefecture Earthquake of February 17, 1793 Yuichi NAMEGA

1793 Detailed Distributions of Seismic Intensity and Tsunami Heights of the Kansei off Miyagi Prefecture Earthquake of February 17, 1793 Yuichi NAMEGAYA, Yoshinobu TSUJI, Kazue UEDA Earthquake Research

1,000 14 635,507 2003 Iran Bam EQ. 43,200 2005 North of Pakistan EQ. 74,651 Earthquake and Tsunami Storm and Flood 2003 North of Algeria EQ. 2,266 200

2008 1 1,000 14 635,507 2003 Iran Bam EQ. 43,200 2005 North of Pakistan EQ. 74,651 Earthquake and Tsunami Storm and Flood 2003 North of Algeria EQ. 2,266 2005 India, Flood and Landslide 1,503 2004 India

Sato, A, [4] R = Val Haz Vul (1) R: Val: Haz: ( ) Vul: () 0 1 / / (1) [5] [6] (preparedness) (JIS X0410)

/Review 1 Disaster Risk Assessment for Resilience Improvement Aki-Hiro SATO 1 Abstract This article discusses how to assess disaster risks by using grid square statistics regarding socioeconomic data and

Key Words: wavelet transform, wavelet cross correlation function, wavelet F-K spectrum, 3D-FEM

Key Words: wavelet transform, wavelet cross correlation function, wavelet F-K spectrum, 3D-FEM Rm(t)=(x(t)J(t+r)) tx=m+2'-ti ty =m-2j-t S(w)=fR(t)e0dt Fig. 1 Coordinates for the WCCF f eeut fw1 m (t+t

: , , % ,299 9, , % ,

No. 22 March 2013 1. 1 2 3 4 2. 1 2 3. 1 2 2007 : 22 1980 51 1. 1 2008 : 170 4 5 2007 2007 2008 1 2008 6 2,592 205 2,900 0.33% 2009 7 6,299 9,300 238 2,600 0.31% 2010 254 1,700 2008 13.41 191.88 14 2010

LOL ONNRION RRISIS OF RQUK RSPONS OF KO ROUN akashi kiyoshi, ept. o ivil ngrg., Kumamoto Univ., Kunihiko Fuchida, ept.

, akiyoshi@kumamoto-u.ac.jp uchida@as.yatsushiro-nc.ac.jp matsu@kumamoto-u.ac.jp 9t1533@eng1.stud.kumamoto-u.ac.jp F NUW Fig.1 - - N 5 3m 1995 L-3mNSU max.1,, 5., 1m/s - - - max=.1m/s JR Fig. Fig.1 (Fig.1/Fig.)Fig.3

206“ƒŁ\”ƒ-fl_“H„¤‰ZŁñ

51 206 51 63 2007 GIS 51 1 60 52 2 60 1 52 3 61 2 52 61 3 58 61 4 58 Summary 63 60 20022005 2004 40km 7,10025 2002 2005 19 3 19 GIS 2005GIS 2006 2002 2004 GIS 52 2062007 1 2004 GIS Fig.1 GIS ESRIArcView

Time Variation of Earthquake Volume and Energy-Density with Special Reference to Tohnankai and Mikawa Earthquake Akira IKAMi and Kumizi IIDA Departmen

Time Variation of Earthquake Volume and Energy-Density with Special Reference to Tohnankai and Mikawa Earthquake Akira IKAMi and Kumizi IIDA Department of Earth Sciences, Nagoya University (Received January

Fig. 4. Configuration of fatigue test specimen. Table I. Mechanical property of test materials. Table II. Full scale fatigue test conditions and test

(J. Soc. Mat. Sci., Japan), Vol. 52, No. 11, pp. 1351-1356, Nov. 2003 Fatigue Life Prediction of Coiled Tubing by Takanori KATO*, Miyuki YAMAMOTO*, Isao SAWAGUCHI** and Tetsuo YONEZAWA*** Coiled tubings,

kobe_sar4.p65

o.55, pp.53-6, 22. SAR DETECTIO OF BUILDIG DAMAGE AREAS DUE TO EARTHQUAKES USIG SATELLITE SAR ITESITY IMAGES Masashi MATSUOKA and Fumio YAMAZAKI An imaging radar called synthetic aperture radar (SAR) has

［PDF］関東支部プログラム2017-復活ver.indd

2017 88 3113:0016:50 29:0019:00 1 1-8-14 115 12 3 CD-ROM 12,500 参加票の着用 CPD 履修登録 シンポジウム 講演会 懇親会の参加費支払い CD-ROM の販売については こちらをご参照ください 31 32 3 131 3 132 3 133 4 141 4 142 4 143 4 144 5 151 5 152 5 153 5 154

Appropriate Disaster Preparedness Education in Classrooms According to Students Grade, from Kindergarten through High School Contrivance of an Educati

Appropriate Disaster Preparedness Education in Classrooms According to Students Grade, from Kindergarten through High School Contrivance of an Education of Disaster Preparedness System and Class Practice

Journal of Geography 116 (6) Configuration of Rapid Digital Mapping System Using Tablet PC and its Application to Obtaining Ground Truth

Journal of Geography 116 (6) 749-758 2007 Configuration of Rapid Digital Mapping System Using Tablet PC and its Application to Obtaining Ground Truth Data: A Case Study of a Snow Survey in Chuetsu District,

<95DB8C9288E397C389C88A E696E6462>

2011 Vol.60 No.2 p.138 147 Performance of the Japanese long-term care benefit: An International comparison based on OECD health data Mie MORIKAWA[1] Takako TSUTSUI[2] [1]National Institute of Public Health,

r 0 r 45 r 90 F 0 n

Evaluation of Fatigue and Noise-and-vibration Properties of Automobile Partial Models Abstract Application of high strength steel sheets to automotive bodies requires evaluation technologies of fatigue

ETVAAA+ArialMT Adobe Identity 0

1335650 ｦ ｦｵｦｧｦｬｦ ｦｱｦｩｦｲ ｦｳｦｧｦｲ ｦｪｦｴｦ ｦ ｦｱｦｭｦｧｦｲｦ ｦｸｦｲ (ｦｳｦ ｦｴｦｶｦｯｦｲ 6ﾒ2ｦ ｦｴｦｳｦ ｦｱｦｯ) 2009-12-23 ICS: 93.160 1 71 71 71 7 1 71 7 1501-11-02-05-00:2009 1 71 71 71 71 71 71 7H 1 71 71 71 71 71 71 7 1 71

2006 10 20 1979 1981 1990 2005 2006 LNG ) 5 Taiwan High Speed Rail THSR C291 : THSR C291 : Taiwan High Speed Rail Corporation : EVERGREEN - SHIMIZU JV Taiwan High Speed Rail - 80 / / 4,250 NT$ 1

Microsoft Word doc

. 正規線形モデルのベイズ推定翠川 大竹距離減衰式 (PGA(Midorikawa, S., and Ohtake, Y. (, Attenuation relationships of peak ground acceleration and velocity considering attenuation characteristics for shallow and deeper earthquakes,

Study on Throw Accuracy for Baseball Pitching Machine with Roller (Study of Seam of Ball and Roller) Shinobu SAKAI*5, Juhachi ODA, Kengo KAWATA and Yu

Study on Throw Accuracy for Baseball Pitching Machine with Roller (Study of Seam of Ball and Roller) Shinobu SAKAI*5, Juhachi ODA, Kengo KAWATA and Yuichiro KITAGAWA Department of Human and Mechanical

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

A Study on Throw Simulation for Baseball Pitching Machine with Rollers and Its Optimization Shinobu SAKAI*5, Yuichiro KITAGAWA, Ryo KANAI and Juhachi

A Study on Throw Simulation for Baseball Pitching Machine with Rollers and Its Optimization Shinobu SAKAI*5, Yuichiro KITAGAWA, Ryo KANAI and Juhachi ODA Department of Human and Mechanical Systems Engineering,

F 9: : LFJ : ASR OIT OHR 2012.

15 6 20 21 9:00 1 1-9-27 TEL06-6352-0091 1 4,000 4,500 3 12 2 3 14 2003 () 2001 2015 2016 2032 4001 4014 4015 4032 () 2033 2047 2048 2065 4033 4046 4047 4065 () 2066 2080 2081 2099 4066 4079 4080 4099

S-wave Velocity Structure Model of the Osaka Sedimentary Basin Derived from Microtremor Array Observations Takao KAGAWA Geo-Research Institute, Osaka

S-wave Velocity Structure Model of the Osaka Sedimentary Basin Derived from Microtremor Array Observations Takao KAGAWA Geo-Research Institute, Osaka Soil Test Laboratory, 4-3-2, Itachibori, Nishi-ku,

Vol. 62A ( ) Fundamental consideration on the redundancy of a steel Langer bridge based on nonlinear finite element analysis Isao Saiki, Kota Ka

Vol. 6A (6 3 ) Fundamental consideration on the redundanc of a steel Langer bridge based on nonlinear finite element analsis Isao Saiki, Kota Kawamura, Kaname Iwatsubo, Tetsuo Iwakuma -57 6-6-6 63- --

Developement of Plastic Collocation Method Extension of Plastic Node Method by Yukio Ueda, Member Masahiko Fujikubo, Member Masahiro Miura, Member Sum

Developement of Plastic Collocation Method Extension of Plastic Node Method by Yukio Ueda, Member Masahiko Fujikubo, Member Masahiro Miura, Member Summary Previously, the authors developed the plastic

The Effect of the Circumferential Temperature Change on the Change in the Strain Energy of Carbon Steel during the Rotatory Bending Fatigue Test by Ch

The Effect of the Circumferential Temperature Change on the Change in the Strain Energy of Carbon Steel during the Rotatory Bending Fatigue Test by Chikara MINAMISAWA, Nozomu AOKI (Department of Mechanical

Table 1. Assumed performance of a water electrol ysis plant. Fig. 1. Structure of a proposed power generation system utilizing waste heat from factori

Proposal and Characteristics Evaluation of a Power Generation System Utilizing Waste Heat from Factories for Load Leveling Pyong Sik Pak, Member, Takashi Arima, Non-member (Osaka University) In this paper,

(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

Manoeuvring Performance of the Fishing Boat Modified by a Bulge by Yasuo Yoshimura, Member Shiro Suzuki Ning Ma, Member Yoshiyuki Kajiwara Summary Fis

Manoeuvring Performance of the Fishing Boat Modified by a Bulge by Yasuo Yoshimura, Member Shiro Suzuki Ning Ma, Member Yoshiyuki Kajiwara Summary Fishing boats suffer from much capsizing as compared with

和文.PDF

No. J R 00-187 US$1.00=Rls.8,150 (2000 11 ) (i) CEST (gal) (MMI) ( ) (ii) 483,000 313,000 113,000 446,000 55% 36% 13% 51% 876,000 GDP * 22.07% 14.30% 5.16% 20.38% GDP (1998) 109 Billi. US$ 383,000

Fig. 1 Hydrostatic Thrust Bearing Fig. 2 Point loading of elastic half-space

Characteristics of Hydrostatic Bearing/Seal Parts of Hydraulic Pumps and Motors for Water Hydraulic Systems (2nd Report, Theory) Xiongying WANG, Atsushi YAMAGUCHI In this paper, the characteristics of

IPSJ SIG Technical Report Vol.2015-HPC-150 No /8/6 I/O Jianwei Liao 1 Gerofi Balazs 1 1 Guo-Yuan Lien Prototyping F

I/O Jianwei Liao 1 Gerofi Balazs 1 1 Guo-Yuan Lien 1 1 1 1 1 30 30 100 30 30 2 Prototyping File I/O Arbitrator Middleware for Real-Time Severe Weather Prediction System Jianwei Liao 1 Gerofi Balazs 1 Yutaka

第33回鋼構造基礎講座　鋼橋の架設および解体撤去工法－より一層の安全性と品質の向上に向けて－

1 2 600000 500000 400000 300000 200000 117910 100000 15058 0 33343536373839404142434445464748495051525354555657585960616263 2 3 4 5 6 7 8 9 10111213141516171819202122232425262728 3 140000 200 120000 100000

Study on Fracture Strength Assessment (The 1st Report) Comparison of JWES approach and R6 approach by Susumu Machida, Member Yukito Hagiwara, Member H

Study on Fracture Strength Assessment (The 1st Report) Comparison of JWES approach and R6 approach by Susumu Machida, Member Yukito Hagiwara, Member Hitoshi Yoshinari, Member J. G. Blauel Summary Japan

IPSJ SIG Technical Report Vol.2014-EIP-63 No /2/21 1,a) Wi-Fi Probe Request MAC MAC Probe Request MAC A dynamic ads control based on tra

1,a) 1 1 2 1 Wi-Fi Probe Request MAC MAC Probe Request MAC A dynamic ads control based on traffic Abstract: The equipment with Wi-Fi communication function such as a smart phone which are send on a regular

IHIMU Energy-Saving Principle of the IHIMU Semicircular Duct and Its Application to the Flow Field Around Full Scale Ships IHI GHG IHIMU CFD PIV IHI M

IHIMU Energy-Saving Principle of the IHIMU Semicircular Duct and Its Application to the Flow Field Around Full Scale Ships IHI GHG IHIMU PIV IHI Marine United Inc. ( IHIMU ) has already developed several

(a) (b) (c) (d) (b') (c') (d') Fig. 1 Undrained shear strength of soft clay ground during consolidation Fig. 2 Illustration for an one-dimensional con

Key Words: remolded clay, undisturbed clay, undrained shear strength, time effect, rate of strength increase, degree of consolidation (a) (b) (c) (d) (b') (c') (d') Fig. 1 Undrained shear strength of soft

〈論文〉中部圏構想の断章と高速自動車道の建設

Abstract The main theme of this paper is the effect on trade caused by the process of establishing the Chubu Region Scheme as the third broad economic area in Japan followed by the Tokyo Metropolitan Area

放水の物理的火災抑制効果に着目した地域住民の消火活動モデル

A Model for Fire Fighting Activities of Community Residents Considering Physical Impacts of Fire Suppression of Water Application Keisuke HIMOTO*, Kenji IKUYO**, Yasuo AKIMOTO***, Akihiko HOKUGO****, Takeyoshi

dsample.dvi

1 1 1 2009 2 ( ) 600 1 2 1 2 RFID PC Practical Verification of Evacuation Guidance Based on Pedestrian Traffic Measurement Tomohisa Yamashita, 1 Shunsuke Soeda 1 and Noda Itsuki 1 In this paper, we report

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

untitled

GITA-JAPAN How to Use GIS Effectively for Disaster Response Lessons Learned from the 2004 Niigataken-Chuetsu Earthquake Disaster Management Cycle Disaster Impact Risk Transference() Risk Acceptance Preparedness

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,

建築構造力学 I ( 第 3 版 ) サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. このサンプルページの内容は, 第 3 版 1 刷発行時のものです.

建築構造力学 I ( 第 3 版 ) サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. http://www.morikita.co.jp/books/mid/050043 このサンプルページの内容は, 第 3 版 1 刷発行時のものです. i 3 1 38 2 15 2 1 2 2 1 2 2 1977 2007 2015 10 ii F P = mα g =

第七回道路橋床版シンポジウム論文報告集 Experimental Study on Fatigue Resistance of RC Slab with UFC Panel for Wheel Running Fatique Test * ** ** *** **** Kazuhiko Minaku

第七回道路橋床版シンポジウム論文報告集 Experimental Study on Fatigue Resistance of RC Slab with UFC Panel for Wheel Running Fatique Test ************ Kazuhiko Minakuchi, Tadashi Abe, Tetsukazu Kida, Satoshi Tanaka and Yuuki

Fig. 2 Signal plane divided into cell of DWT Fig. 1 Schematic diagram for the monitoring system

Study of Health Monitoring of Vehicle Structure by Using Feature Extraction based on Discrete Wavelet Transform Akihisa TABATA *4, Yoshio AOKI, Kazutaka ANDO and Masataka KATO Department of Precision Machinery

Core Ethics Vol.

Core Ethics Vol. < > Core Ethics Vol. ( ) ( ) < > < > < > < > < > < > ( ) < > ( ) < > - ( ) < > < > < > < > < > < > < > < > ( ) Core Ethics Vol. ( ) ( ) ( ) < > ( ) < > ( ) < > ( ) < >

Fig. 1. Active faults in the Kanto district (after Coordinating Committee for Earthquake Prediction, 1980). A-A' PROFILE DOUGUER ANOMALY RESIDUAL ANOM

Structure of the Basement and the Gravity Anomaly in the Kanto Plain -A Geophysical Study of Active Fault- Takashi TADA Crustal Dynamics Department, Geographical Survey Institute (Received Apirl 7, 1983)

ABSTRACT The movement to increase the adult literacy rate in Nepal has been growing since democratization in 1990. In recent years, about 300,000 peop

Case Study Adult Literacy Education as an Entry Point for Community Empowerment The Evolution of Self-Help Group Activities in Rural Nepal Chizu SATO Masamine JIMBA, MD, PhD, MPH Izumi MURAKAMI, MPH Massachusetts

MDD PBL ET 9) 2) ET ET 2.2 2), 1 2 5) MDD PBL PBL MDD MDD MDD 10) MDD Executable UML 11) Executable UML MDD Executable UML

PBL 1 2 3 4 (MDD) PBL Project Based Learning MDD PBL PBL PBL MDD PBL A Software Development PBL for Beginners using Project Facilitation Tools Seiko Akayama, 1 Shin Kuboaki, 2 Kenji Hisazumi 3 and Takao

Fig. 3 Coordinate system and notation Fig. 1 The hydrodynamic force and wave measured system Fig. 2 Apparatus of model testing

The Hydrodynamic Force Acting on the Ship in a Following Sea (1 St Report) Summary by Yutaka Terao, Member Broaching phenomena are most likely to occur in a following sea to relative small and fast craft

特-3.indd

Development of Automation Technology for Precision Finishing Works Employing a Robot Arm There is demand for the automation of finishing processes that require technical skills in the manufacturing of

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

JFE.dvi

,, Department of Civil Engineering, Chuo University Kasuga 1-13-27, Bunkyo-ku, Tokyo 112 8551, JAPAN E-mail : atsu1005@kc.chuo-u.ac.jp E-mail : kawa@civil.chuo-u.ac.jp SATO KOGYO CO., LTD. 12-20, Nihonbashi-Honcho

渡辺(2309)_渡辺(2309)

[ 29 p. 241-247 (2011)] ** *** ** ** Development of a nickel-based filler metal containing a small amount of silicon by WATANABE Takehiko, WAKATSUKI Ken, YANAGISAWA Atsusi and SASAKI Tomohiro Authors tried

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

第7回TB分科会／資料2-3「NICT保有データの利活用について」

data NW data DATA Sensor data DB data Testbed/Cloud App Tool Device VALUE Parallel Processing Pwrake To create pyramid tile image files Crawler (NICTY/DLA) Numerical files (HSF, netcdf) Graphic files

12 13 ( (C)(2))

12 13 ( (C)(2)) 1 ,,,,,, 2 [1] 97 2000.9pp.35-52 [2] 98 2001.3pp.21-38 [1] K. Asai, "Recurrent Education in Teacher Education: The Japan Experience", Conference Program International Conference on Teacher