専門分野の英語を学ぶ: ティーム・ティーチングの試み (Studying English
Contents
1. HHHHHHHHHHHHHHHHHHHH30HHHHHH45H HHHHH HH33HHHHHH60HHHHHHHHHHHHH HHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHH78SHHHHHH HHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHH7OH HHHHHHHHHHHH47HHHH HHHHH SHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH email HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHH28HH20OHHHHHHHHH HHHH HHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HH88SHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHTTHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHH HHHHHHHH 102 HHHHH 0000 HHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHTTHHHHHHHHH HHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHH2. 0 0 0 0 0 0 0 0 Bo Sa oS eS A EE HH HH HH HH HH HH HH HH HH HH HH HH EE Ga a Er HHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHHHHHTHHHHHHHHHHHHH OOOO HHHHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHH HHHHTTHH HHHHHHHHHHHHHHHHH HHHHHHHHHHHH HHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHH EE 0 0 0 0 Ga el eg fet eet Eee ea re THHHHHHHCHHHHHHHHHHH HHHHHHHHHHHHHHH
3. RobinNacanog William FLAMAN HHHHHHHH HHHHHH HHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHH HHHHHHH HHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHH OOO HHHHHHHHHHH HHHHHHHHHHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHHHHHHTTHHH HHHHHHHHHHHHHHHHHHHHH HHHHTTHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHH HHHHHHHHHH HHHHHHHHHHHHHH TTHHHHHHHH1999HHHHHHHHHH1 HHHHHHHHHHHH 1999HHHHHHHHHHHHHHHHHHTTHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHTTIHHHHHHHHHHHHHH HHHHHHHHHHHH HHHHHHHHHHHHHHTTHHHHHHH HHTTHHHHHHHHHHHHHHHHHHHHHHTTHHHHHH HHHHHHHHHHHHHHHHHHHHHH 00000 OO HHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHH HHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHH HHHHHHHH HHHHHHHHHHHHHHHHH 00000 0 0 OOO HHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHH HHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 0000 HHHHHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHTTHH 32BHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH
4. 1 3 0 2 3 0 1 3 1 2 1 2 7 3 2B 1 A EZ VF 4 THB FED 114 OOO HH HHHHH HHHH HHHHHHHHH HHHHHHHHHHHHHH T T T T pye 50 404 35018 35 00 9 30 0 30 0 9 A 250186 25019 20619 20016 156 15019 100 10 0 5 0 5019 3 ue a 0 ane _ HBAS T pales sc97 6316986 29 9 fesa
5. 1 14 susceptible EH buffet gust top 110 HHHHH HHHH HHHHHHHHHHHHHH A Bridge So Far Sep 7th 1999 name 1 Overview Listening to the teachers introduction of the article take notes on the content 2 Pre reading questions 1 What is the name of the world s longest bridge 2 Where is it 8 When was it completed 4 What type of bridge is it 3 Vocabulary Study 4 Grammar Points The bridge is the longest suspension bridge fulfilling a century old dream of linking the island of Honshu to the island of Shikoku In addition to the earthquake zone surrounding the bridge the high winds associated with the region s typhoons were another obstacle to construction The earthquake was a fitting test for a bridge built under tight restrictions The bridge towers alone are the tallest ever built 5 Content questions 1 Why will we be tempted to check the gas gauge when we drive across the bridge P 1 2 What made it possible to build this bridge P 1 111 RobinNAGAnog William FLAMAN Summary of 5 9 Sep 21 1999 Paragraph 5 1 5 On January 17 95 an earthquake measuring 7 2 in magnitude smashed the
6. HHHHHH 0 0 0 0 0 0 Eel ae pp mm 0 0 0 0 0 0 0 0 0 0 0 0 0 ear ey ea mm HH HHHHHHHHHH HHHHHHHHHH HHHHHTTHHHHHHHHHHHHHHHHHHHHHH HHHH HHHHHH HHHHTTHHHHHHHH HHHHHH HHHHHHHHHHHHHHH CME The Wild Side Weird HHHHHHHHHHHHHHHHHHH HH M O000000000 HHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHH 101 OOOO HHHHHHH HH HH HH HH HH HH HH HH HHHHHHH HHHHHHHHHHH OOO HHHHHHH HHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHHH3IHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHH32BHHHHHHHHHHHHHHHHHHHH HHHHHHHH HHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHH12HHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHH10HHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHemallHHHH 1 1 0 0 0 0 0 0 ET EE say set OO 0 RobinNAGAnog William FLAMAN H HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH
7. near gc A AF VADER SAE ORAM BIDRA AE E 9 SERERE SHE OS ERS L KE RRERLATSNGO KREED TH POARKRE a OK 1 A Cr Mo V 2 The Influence of Dual Phase on the Fatigue Mechanism of the Intermetallic compound TiAl Alloy at an Elevated Temperature Fatigue Strength of Austempered Ductile Cast Iron in a Long Life Regime Cycle Fatigue Crack Growth Characteristecs of Alumina Matrix Composition Stress Intensity Factor of Circumferential Crack of Cylinders under Radial Temperature Distribution On Im
8. 117 RobinNAGAnog William FLAMAN Home work age Oe Home work lt Email gt S 28 gt _ 5 62 80 0 80 0 amp 7001 70 0 9 60 0 a Ue 50 0 400n 300 40 00 6 20019 10 0 9 30 0 om 20 0 30 30 605 1 ot 194 amp 419 6 38719 10 0 86169 2564169 714 4 ae S 28 59 TAR 324169 5597 1189 s 28 7410 25 9 00 3 D 5 93 Home work gt 5 62 700 60 0 50 0 6 m 404116 30 0H 2096161 10 0 6 0 00 BR ee 5 62 59 7 40 3 9 27 55 6 44 4 S 35 62 9 37116 eae 118 HHHHH 0000 HHHHHHHHHHHHHH HHH S 28 BARD
9. a N a 60 lt 7 non S 31 RSS S 35 o 119
10. HHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHH HHHHHH HHHH90HHHHHHHHHH60HHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHH HHHHHHHHHHHH HHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHH OO 0000 HHTTHHHHHHHH322BHHHHHHHHHHHHHHHHHHHHHH HHHHHHHH HHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHH Robin NAGANO William FLAMAN HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHH HHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHH HHHHH
11. HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHH 5 0 0 OO HHHHHHHHHHHHHHHHHHHHHHHHHHH30HH HHH HHHHHHHTheWildside HHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHH15SHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHH30HHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHH HHHHHH HH60HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHOHPHHHHHHHHHHHHH10HHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHH10HHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHH RobinNAGanog Willian FLAMAN HHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHe mallHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH The WildsSidelHHHHHHHHHemallHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHH HHHHHHHHHHHHHHH HHHHHHHHH HHHHH HHHHHHHHHHHHHHHHHHHH Who WillFeedChinalHHHHHH 0000000 O00 The Cloning of Donyp 00000000000000 00 Analyzing the Causes of Global
12. 4165 9 FS 338 P 4 00 2241 48510 9547 P o eR s 2e 143 fae fesa 7118 88 S28 38 935 22 4 8931 21 41 p 5 34 0 09 5 99 95 30 88 2 20 0 S 34 0 00 95 9 23 51 5 3 25 31 5 15 5 70 22 90 25 70 25 71 8001 H S 35 5 70 925 29 feran 711 P gt lt gt 34 60 00 60 0 A stg hi 50 0 9 406 i 40 0 9 a H l 9 20 00 20 00 10 0 10 0 9 901 a in material 1 10 70 03 2 19 se a 04 3 1 0 0 7 6 6241 98 2 91516 o material 2 3 8 4 3 28 4 95 1 07 90 material 2 90 61 5 95 3 a psan A material 3 0 0 0 70 7 99 99 3 2 10 material 3 0 0H 108 81 605 90 29 4 95 9 2 Z o material 4 0 00 97 10 8 495 70 85 8 0 material 4 88 29 4 47 10 98 81 95 9 115 RobinNAGAnog William FLAMAN B
13. Warming D 0 0000000 Rain Forests of Costa RicalHHHHHHHHHHHHHHHHHHHHHH HHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH The Wild Side Weird Science HHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH 50 HHTheWildSideHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH H HHHHHHHHHHHHHHHHHHHH HHHHHHHHHH HHHHHHHHHH 10HHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHThe Wild SideHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH Er 0 0 0 0 HHHHH HHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHH HHHHHOHPHHHH HHHHHH HHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHH HHHHHH HHHHHHHHH ES Eb 1 Ee 1515111 Ea a 151 SC ES ea a Ged eq HHHHHHH HHHHHH HHHHHH HHH HH HHHHHH Ooo
14. city of Kobe claiming 5 000 lives and destroying 100 000 buildings 2 5 The Akasi kaikyo bridge was hit by a big earthquake on january 17 1995 3 5 0n January 17 1995 the big earthquake happened near the Akashi Kaikyo Bridge 4 5 On January 17 1995 an earthquake measuring 7 5 in magnitude was in only 2 5 miles away from Akashi Kaikyo Bridge 5 5 The earthquake smashing the nearby city of Kobe in 1995 measured 7 2 in magnitude and brought a great damage and its epicenter was along a previously unknown fault line under the center span of the bridge 6 5 0n January 17 1995 an earthquake measuring 7 2 in magnitude attacked Kobe Fault line extended under the center span 7 5 An earthquake measuring 7 2 in magnitude Paragraph 6 1 6 The towers and cable suffered no damage and within a month the redesigned girders accommodated the longer length of the bridge 2 6 The earthquake caused swerious damage to Kobe But the bridge did little damage 3 6 The Akashi Kaikyo Bridge suffered little damage 4 6 Ohter then the slighty shifted of anchorage there was no big damage of the bridge 5 6 The damage of the bridge was to transfer the position a litile but fortunately the towers and cables suffered no damage 6 6 The bridge did little more than stretch a little the anchorage are the largest in the world 7 6 The Akashi Kaikyo bridge s length sifted slightly adding 2 6 feet Paragraph 7 1 7 The bridge had to safeguard against the buffe
15. eer bet 4 1 1 2 1 3 3 ki tn eee Ra by I content worksheet grammar worksheet f vocabulary list i 113 RobinNAGAnog William FLAMAN 4 Self Paced Reading VV 1 2 3 4 3 El aes Hs az BRED 5 5 1 QDAVN ELAS RARE 1 2 3 OTAC 1 2 3 4 5 6 6 1 1 2 e mail 1 2
16. AILOUT SE RE RE gt s 97 60 0 90 0 9 80016 50 0 9 9 70016 40 0 9 2 60016 a 3 30019 5 16 3 30 00 10059 20616 om in 10 0 material 1 2 99 iia 28 6 Bam 02 91 material 2 0 25 70 125 71 19431 0 00 sak as ope A material 3 0 0 1 4 20 0 5 70 02 9 3 73 0 164 6 Zo material 4 96 05 71 28 6 20 07 105 7 e 7800 i 5 63 Self paced Reading 9 65 40 0 i 40 0 3506 x sini 30 00 30 0 T As Noa x 25 0 25 00 a a Jos z 20 00 86 200 i Q 15 0 6 15 0 gt y 10 0 10 0 5 0 5 0 F 5 EBST o eu E 16 113 194 32 31 35 50 19 0 49221 84 91 47 50 6 30 9 48 15 90 27 00 28 8 23 8 16 7 9 20 6 54 9 84 99 9 0 88 17 50 143 190 22 20 2701 5 48 61241 85 51 226 24 20 P 116 HHHHH 0000 HHHHHHHHHHHHH
17. H Self paced reading Self paced reading 5 78 5 35 50016 50 0 40 00 30 0 6 a a Y 7 20 10 0 0 00 0 0 mua 2 et tu 321 428 6 65141 614 31 936 H 8 6 17 1 20 0 9 8 6 ee eee 7 1 44 30 25 0 25 0 428 6 290 8118 44 10 20 6 20 0 6 Group work gt S 95 Home work _ gt 9 28 70 0 45 0 60 00 40 0 35 0 50 0 o 30616 40 07 a 2506 p 30 00 5 20 0 20 0 15 0 10 0 10 0 lo 5016 00H SN ae Barat 0 0H 6421 68 71 98 91 10 68116 lssz 38719 37159 239
18. HHHHH 00000 HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHHHHHHH HHHH SHHHHHHHHHH HHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHH HHHHHH90HHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHH 0 HHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHH HHH HHHHHHH HHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH10HHH HHHHHHHHHHHHHHHHHHH HHHH HHHHHHHHH HHHHH HHHHH 0000 HHHHHHHHHHHHHH 200 The Wild Side Weird Science Jamestown Publishers 19960 0 0 Bridge So Far Popular Science 1998 March Q0 0000000000000000 00 M Through Frozen Ground Civil Engineering 1999 Analyzing the Causes of Global Warming National Geographic 1998 May HHHHHHHHHHHHHHHHHHHHHHHHHHHH M Putting Dow Roots Civil Engineering 1999 HHHHHHHHHHH HHHHHHHHHHHHHHH The Wild Side HHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHH
19. HHHHHHHH HHHHHHHHH 140 0 20000 HHHLH CE Robin NAGANO William FLAMAN HHHLH EE Ee O00 0 Robin NAGANO William FLAMAN Studying English Through Engineering Topics A Pilot Team T eaching Project Yukie KOYAMA Robin NAGANO William FLAMAN An engineering English team teaching project was initiated at Nagaoka University of Technology in 1999 Three sections of third year English were co taught by an engineering and an English teacher to students in three fields Mechanical Civil and Environmental Engineering These collaborative classes were well received by participating students and instructors The goals teaching approach and materials are described and suggestions for improvement are given Key words team teaching engineering English HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHH HHHHHHHHHHHHHHHHHH10HHHHHHHHHHHHHHHH HHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HH1IHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHYH HHHHHHHHHHHHHHHHHHHHHHHHH 1999HHHHHHHHH10IHHHHHHHHHHH HHHHHHH1 HH 290 HHHHHHHHHHHHH WHHHHHHHHHHHHHHH
20. HHHHHHHHHH 1999H 2HHHHH40HHHHHHHHHHHHHHHH 104 HHHHH HHHH HHHHHHHHHHHHHH 0 HHHHHHHHHHHHHHHHHHH HHHHHHHHHHHH HHHH HHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH OOOO HHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHTTHHHHHHH HH HHHHHHHHHHHHHHHHHHHHH HH HHHHHHHHHHHHHHHHHHHHH HHHHH HHHHH HHHHHHHHHHHHHHH HHHHH HHHHHHHHHHHHHHHHHHHHHHH HHHHHHH HHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHTTHH HHHHHHHHHHHHHHHHH Oo 0 0 0 0 0 HH an Ea EE CT 3 105 Robin NAGANO William FLAMAN I got a flat tire 1 Make sure the wheels are blacked and get the necessary tools ready Tools Spare tire Jack Jack nandle Wrench 2 Please the jack in the right position Take off hub caps if there is one 3 Jack the car up by turning the handle clockwise Do not jack too high about 2 3 cm off the ground is best 4 Remove the nuts Keep the nuts in one place 5 Replace the flat tire with the spare tire 6 Tighten the nut tentatively wi
21. HHHHHHHHHHHHHHHHHHHHHHHHH HH HHHHHHHHHHHHH HHHHHHHH HHHHHHHH HHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHH 0 HHHHHHHHHHHHHHHHHH HHHHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHH HHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHH 000 HHHHH HHHHHHHHHHHHTTHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHH HHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHH HHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHHHH HHHHHHHHHHHH 0 HHHHHHHHHHHHHH HHHHHHHHHHHHHTTIHHHHHHHHHHHHH HHHHHHHHHHHHHHHHH 103 00000 RobinNAGaAnog William FLAMAN HHHHHHH HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHH 0 0 0 0 HHHHHHHHHHHHHH HHHHHHHHH HHHHHHHHHHH alHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHH HHHHHHHHHHHHHHHHHHH HHHH 0 0 0 0 0 0 e Oooo
22. a crisis that would make any Brooklynite shudder On January 17 1995 just after the cables had been set in place nature delivered a big surprise an earthquake measuring 7 2 in magnitude The real shock was that the epicenter was only about 2 5 miles away along a previously unknown fault line that actually extended under the center span The earthquake smashed the nearby city of Kobe A wake up Call from Kobe Feb 96 claiming 5 000 lives and destroying 100 000 buildings A Bridge So Far Popular Science March 1998 109 RobinNAGAnog William FLAMAN A bridge so far 3 10 conractorf weld ART 2 barge Sh al stack tier 1 OH be strung string catwalk 12 enyision 1 spool haul 13 truss
23. ens on April 5 the Akashi Kaikyo Bridge will be the final link in a chain of spans that connects Japan s four main islands Travelers will be able to transverse the country via a bridge network that already includes three of the longest suspension bridges in the world Everyone knew or so they thought that the nearest seismic fault was 90 miles away from the bridge site So engineers from the Honshu Shikoku Bridge Authority formed in 1970 took the necessary precautions designing the bridge to withstand an earthquake that would measure 8 5 on the Richter scale Work began in May 1988 on the bridge which ultimately would measure 12 828 feet or 2 43 miles in length The center span alone is 6 529 feet or 1 25 miles The bridge links the main island of Honshu to the small island of Awaji which via another smaller bridge is the gateway to Shikoku home to 4 million people By comparison the longest suspension bridge in the United States and number six in the world is New York s 34 year old Verrazano Narrows Bridge at 4 260 feet And the Akashi Kaikyo Bridge positively dwarfs the 1 595 foot long Brooklyn Bridge which opened in 1883 as the largest suspension bridge of its time Despite periodic efforts by New York City dwellers to sell the Brooklyn Bridge to gullible visitors it is still open to traffic 115 years later The odds are good that the 3 3 billion Akashi Kaikyo Bridge will last at least as long because it has already weathered
24. proving Dual Structure of Spherical Graphite Iron by inter Heat Treatment and Examining the Fatigue Strength Property Enviromentally Affected Small Cyclic Fatigue Crack Growth Behavior of Silicon Nitride in Atmospheric Air and Toluene Critical Slip for Fretting Fatigue Microcrack Initiation Delamination Induced by Low Velocity Impact and Influence of Water Absorption Delamination and CAI of FRPs Assessment of Creep Fatigue Damage Accumulation of 316 FR steel Study of the Guarantee of Reliability for Estimating Creep Damage by A Parameter Method in Cr Mo V Steel Forgings Analysis of Stress and Displacement Fields in Interlaminar Toughened Composite Laminates with Transverse Cracks Fretting Fatigue Properties of Two Near a Titanium Alloys 108 HHHHH HHHH HHHHHHHHHHHHHH 1 Drive across the world s longest suspension bridge and you ll be tempted to check the gas gauge to be sure you have enough fuel to get from one side to the other You might also wonder about the wisdom of building Japan s grandest bridge in the middle of an earthquake zone That may seem like a bad idea but the bridge s construction has been a decades old national dream first proposed in the 1930s that could only now be fulfilled thanks to today s technological know how When it op
25. th the wrench and jack down the car by turning the handle counterclockwise sure the tapered end of nuts faces to the inside in the picture 7 Tighten the nuts with wrench Tighten the nuts as shown in the picture eo ERS in the case cf 4 In ihe case of 3 106 HHHHH HHHH HHHHHHHHHHHHHH PORTABLE PHONE lt Making a call gt Confirm the battery 1 of the portable phone is not empty Stretch the antenna 2 of the portable phone Confirm whether it is possible to send and to receive 3 Choose other person When the person s number is stored press the MEMORY button 4 and select 5 it and press the transmission button the green button 6 When not storing dial a phone number including area code 7 and press the transmission button the green button When the other person replies after the sound of summon it is possible to speak When the conversation ends hang up the portable phone press the red button 8 Return the antenna to the origin Store the phone in a place where is will not be dropped 107 INSTRUCTIONS 0 AOA tw pp 1 1 BB Robin NAGANO WilliamFLAMAN HH 1997 6 316FR 2
26. ting caused by typhoon A 1 to 100 scale model constructed and tested in a new wind tunnel 2 7 The Akasi kaikyo bridge was safeguarded earthquake by engineers 3 7 Prom the test and studies of seismic activities engeneers devised a number of new approaches to bridge construction 112 HHHHH HHHH HHHHHHHHHHHHHH HHH 3 2 B 1 team teaching pana TTT i So 2 E 1 Akashi Kaikyo Bridge 2 Frozen Ground 1 3 Climate TE 4 Phytocover eee ee 1
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