| Invited Lecture |
|---|
| ⅠConcrete for Marine Structures |
Tor Ole OLSEN |
(1) |
| ⅡCivil Infrastructure Management and Strategic Innovation Program of Council of Science, Technology and Innovation |
FUJINO Yozo |
(11) |
| General Paper |
|---|
| | |
|---|
| Title |
Name |
Page |
| (1)Design of the Kyotanabe Viaduct in the New MEISHIN Expressway (1) - 15 Span Continuous PC Mixed Girder Bridge - |
UMEDA Takaaki
NODA Tsubasa
OKUBO Takashi
SUZUKI Satoshi |
1 |
| (2)Design of the Kyotanabe Viaduct in the new MEISHIN expressway (2) - 13 Spans Pre-tensioned PC Connected T-girder Bridge - |
MITA Takehiro
NODA Tsubasa
OOKUBO Takashi
OKUMURA Takahiro |
5 |
| (3)Design and Construction of YAHATA Junction A Ramp Bridge (No.1-2) |
KAWANAKA Ryoichi
NAGAI Gorou
MATSUMOTO Masashi
NODA Tsubasa |
9 |
| (4)The Construction Report of PC Continuous Box Girder Bridge by Three-division Construction |
KAJIWARA Shohei
FUKUZAKI Masayuki
TANAKA Norikazu
AMANO Hironori |
13 |
| (5)Construction of Yonsen River Bridge in Asahikawa - Tokachi Road |
IKEZOI Masaki
TAKA Mitsuyuki
HAMAGUCHI Tatsumasa
ISHII Megumi |
17 |
| (6)Design and Construction of Long Span Simple Girder Bridges |
OGAWA Tomohiro
NODA Tsubasa
|
21 |
| (7)Construction of Tagajo Viaduct (Nangu Area) |
KITAGAWA Yuji
SAKAI Seiji
OGINOME Taishi
MURATA Nobuyuki |
25 |
| (8)Construction of Box-Girder Bridge by Using Fixed-Support on The Soft Foundation - Kasumi No.4 Road Bridge - |
INOUE Yoshiyuki
HIRANO Masahiro
MATSUZAKI Jyunya
USHIBA Shigetomo |
29 |
| (9)Construction by Fixed Support Method Under Severe Site Condition - Honma 2nd Viaduct - |
ONO Masayuki
OMU Masami
NISHIMURA Kazuyuki |
33 |
| (10)Construction of PC Through Bridge Under Severe Construction Environment |
TOMINAGA Satoshi
OOHASHI Ryouhei
UJI Yoshitomo |
37 |
| (11)Construction of OKEGAWA 4th Viaduct under the High Voltage Line |
TSUKUSHI Hiroyuki
MURATA Kenji
SHIBATA Hiroshi
SUZUKA Yoshikazu |
41 |
| (12)Construction of PC Box Girder with Precast Segment Method in Irabu Bridge - Irabu Ohashi the 10 Construction - |
ABE Shinichi
OMURA Kazuma
SHIMOKAWA Hiroshi
OKUMA Masahiro |
45 |
| (13)Construction of Joukou River Bridge |
TANINO Kazuo
EIRAI Ryougo
TAKIHANA Seigo
SHIMIZU Hidekazu |
49 |
| (14)Construction of PC Simple Roadbed Synthetic T Girder Bridge in the Narrow Yard (Toyama Nabeta Bridges) |
SUZUKI Hiroyasu
IZUMI Yukihide
TAKANAGA Masahiro
YANAGIHARA Hidekatsu |
53 |
| (15)Construction of 7-span Connected Girder Bridge with Pretensioned T-shape Girder in AYARAGI Viaduct |
TAKAGI Tooru
OOSHITA Takashi
CHAKI Satoru |
57 |
| (16)Control Method with Temporary Prestressing for the Camber of Pretensioned Concrete Girder |
TAKENOI Isamu
TAKASHIMA Tomoyuki
TANIGUCHI Hirotsugu
ASAI Hirotaka |
61 |
| (17)Construction of Bridge Substructure and Foundation of PPRC-Well (Kunen Bridge) |
SUNAKO Youichi
SUGISAWA Yasutomo
ONUMA Kou
UEMURA Norio |
65 |
| (18)Basic Study of High Durable PC Bridge with Fiber Reinforcement Material |
KOMURA Yutaka
OHYAMA Hiroaki
NAKAI Seiki
ENOMOTO Tsuyoshi |
69 |
| ◇ (19)Research and Development of Bearing Replacement Technology for Void Slab Bridge |
OHBAYASHI Atuhiro
KOIZUMI Takahiro
GOUDA Yuuichi
KATO Takuya |
73 |
| (20)Seismic Retrofit of Reinforced Concrete Arch Bridge located in the Hot Spring Area －Beppu-Myoban Bridge in the Oita Expressway－ |
MORI Syougo
MIURA Yasuhiro
OBARA Tominori
KIDO Yasuhiko |
79 |
| ◇ (21)Experimental Studies for Seismic Strengthening using Aramid FRP rod of RC Columns |
ANDO Naofumi
FUJIWARA Yasuhisa
NIHEI Tatsuya
TANAKA Akira |
83 |
| (22)Removal of the Existing PC Bridge as for Construction of Hazawa Station in Sotetsu-JR Direct Connection Line |
TAKASUKA Nobuki
MATSUO Tomoaki
FUKAYA Takahisa |
89 |
| (23)Removal and Building of the PC Bridge which Received Damage from Salt Water - Number 1 of National Highway, Wasegawa Bridge Removal and Building Construction - |
WAKAMATSU Takeomi
OKABAYASHI Hidekatsu
YAMAZAKI Mitsutoshi |
93 |
| (24)Construction Report for Repair of Monorail Girder by Raising |
UCHINO Syuuji
MISUMI Tetuya
SUGAYA Akihiko |
97 |
| (25)Seismic Retrofit of Hikojima Ohashi |
KIDERA Hisayuki
MATSUOKA Takeshi
TOKUNAGA Yuji
ANDO Naofumi |
101 |
| (26)It is the Re-reinforcement of the Cable Outside RC Ramen Supporting Beam |
NAKAMURA Tsukasa
YAMAGISHI Toshikazu
KANTO Tsuguaki |
105 |
| (27)Retrofit Design in the Continuation of the Gerber Hinge at the Metropolitan Expressway Viaduct |
ISHIBASHI Masahiro
HANAFUSA Teizaburo
WACHI Takahiro |
109 |
| ◇ (28)Structural Performance of Beam-Column Joint in Precast Prestressed Concrete Frame Assembled by Unboned Tendons |
KANEMOTO Kiyoomi
KITAYAMA Kazuhiro
SONG Sung Hoon
JIN Kiwoong |
113 |
| ◇ (29)Study on Flexural Strength of PC Column Section subjected to Bidirectional Deformation |
YONEZAWA Tetsuhisa
KISHIMOTO Ichizo
|
119 |
| ◇ (30)The Compressive Character and its Reinforcement of Super High Strength Concrete Structure |
OYAMADA Tetsuya
HANEHARA Shunsuke
SAKAMOTO Ryu |
125 |
| (31)Experimental Study of Leaving Finishing Material in the External Seismic Strengthening Method of Construction with Prestressing Tendon |
MORIYASU Kazumasa
HAMAMOTO Tetsuji
YAGINUMA Hiromi |
131 |
| (32)Development and Fabrication of Fan-shaped Large Slab without Steps |
SAKUMURA Kazuki
TAKESHITA Osamu
UMAISHI Ryouta |
135 |
| (33)Renovation of PC Tank; Replace RC Dome with Aluminium Dome |
SHIGETA Kazunari
IKEDA Masayuki
OKEYA Naoki
SEGAWA Mutsuo |
139 |
| (34)Construction of Takamiya Water Purification Plant No.1 High Place Distributing Reservoir |
MATSUO Yuta
HAYASHI Kazutoyo
NAKAHARA Susumu
SAGAWA Yasutaka |
143 |
| (35)About a Spring Water Measure of the Underground System PC Farm Pond |
OOMURA Akiyoshi
ADACHI Kazuhiko
SIMA Kenzo
ITOU Tomoki |
147 |
| (36)Application of CIM to the Superstructure of the PC Bridge, Shimomiya Viaduct |
SUGIMOTO Masashi
TANAKA Haruhito
KAWAI Katsunori
INO Koji |
151 |
| (37)Construction of the PC Composite Bridge by the Rigid Ground Support Construction Method, Yone Viaduct |
MATSUZAKI Junya
MINOURA Teruaki
NAKAMITSU Tomohiro
TOKUYAMA Toru |
155 |
| (38)Construction of Kitagawachi No.2 Bridge, Higashi-Kyushu Expressway (Kiyotake - Kitago) |
TANIDA Masafumi
WADA Hironobu
FUKUSHIMA Kuniharu |
159 |
| (39)Construction of Prestressed Concrete Composite Bridge Using U Shaped Precast Girder in Limited Area |
OE Hirofumi
NAKANISHI Nobuhisa
HORIUCHI Tatsuto |
163 |
| (40)Construction of PC Composite Bridge Using Erection Girder Under the Constraint Condition, Matsuoka Viaduct |
INOUE Noriaki
AKIYAMA Takafumi
KOUDUKI Daisuke |
167 |
| ◇ (41)Development of Prestressed Concrete Composite Bridges Using Precast PC Slabs |
HARA Kengo
WATASE Hiroshi
OOSHIDA Hidehaharu
KAMIYA Takunobu |
171 |
| (42)Construction of Ookamaya River Bridge |
KATO Tomoyasu
YAMANOBE Koki
YOKOCHI Kota
TAKAHASHI Hiroaki |
177 |
| (43)Construction of Nishinarabai Bridge |
KAWANE Masaya
TOKIWA Hiroshi
HANAI Takashi |
181 |
| (44)Design and Construction of 3 Spans Prestressed Concrete Box Girder Bridge having a Small Radius of Curvature |
YASU Noriyuki
NAGASE Tadayoshi
KUSAKA Hiroki
KOBAYASHI Motohiko |
185 |
| (45)Strain Measurement of Prestressed Concrete Box Girder Bridge during Construction |
HAYASHI Katsuhiro
ISHIDA Masahiro
NAKAYAMA Yoshinao
KARINO Takeshi |
189 |
| (46)Construction of ASOYA BRIDGE |
SAITO Takayuki
KAWASAKI Yusuke
KATO Masakazu
KUNIEDA Kuniyoshi |
193 |
| (47)Rapid Construction of SAGAMIHARA IC BRIDGE |
KOGA Hiroyuki
TAKEI Keiju
MUROZONO Shinya |
197 |
| (48)Construction of SHIOTSUHAMA OHASHI BRIDGE along SHIOTSU BYPASS |
SAKAGUCHI Hiroshi
MIZUSHIMA Yoshiharu
KURATOMI Yoshiro |
201 |
| (49)Construction of BANJOUGAWA BRIDGE |
HIYOSHI Naohisa
FUKUSHIMA Kuniharu
FURUTANI Hitoshi
OCHI Hisakazu |
205 |
| (50)The Construction Report of Ogoegawa Bridge in Higashi-Kyushu-Expressway |
MIYAMOTO Masahiro
IWAKI Takayuki
TOMINAGA Takayuki |
209 |
| (51)Construction of HAYAMA BRIDGE |
OKU Takanori
IWASHITA Yoshihiro
HIRANO Masaru |
213 |
| (52)Construction of IROHAGAWA BRIDGE |
SHIMIZU Gouichi
MURAKAMI Kimihiko
NAKAHARA Susumu
ADACHI Ken |
217 |
| (53)Design of Joyo Junction Ramp Bridge on Shin-Meishin Expressway |
TOMONARI Hiroki
TAKAHASHI Akira
SUZUKI Hiroyuki
YAMASHITA Ryo |
221 |
| (54)Design of the Wakayama Junction A-Ramp Bridge |
NABETANI Yoshikatsu
YAMAMOTO Taizo
YAMAGUCHI Masao
MOROHASHI Akira |
225 |
| (55)Design of the Anrakugawa Bridge on Shin Meishin Expressway |
WATANABE Hikaru
KOBOTA Goki
TANIMOTO Yasuo
KAMINAGA Yuki |
229 |
| (56)Design of Corrugated Steel Web Box Girder Bridge with the World Largest Span |
MASUDA Toru
TAKAHASHI Akira
SENOO Kei
YAMANAKA Yasushi |
233 |
| (57)Construction of Shimootowagawa Bridge |
YOSHIDA Shinji
IWABUCHI Masakatsu
IDOGUTI Taiji
MURAKAMI Rikiya |
237 |
| (58)Concrete Filling Tests of Steel to Concrete Joint in ASAKEGAWA Bridge |
NAGAO Chiaki
NOJIMA Shoji
TONO Toshiyuki
WATANABE Kouhei |
241 |
| ◇ (59)Study of Construction Methods of Slant Reinforced Concrete Member |
NOJIMA Shoji
TONO Toshiyuki
MIZUNO Satoshi
WATANABE Shinya |
245 |
| ◇ (60)Investigation on the Cause of Vertical Cracks on the Surfaces of the Concrete Poles and its Countermeasure for ASR Mitigation |
HASHIMOTO Tohru
FURUTA Masaru
KANAI Shigeru
TORII Kazuyuki |
251 |
| ◇ (61)Estimation Method for Flexural Capacity of Prestressed Concrete Beam Specimen Deteriorated by Alkali-Silica Reaction |
HIROI Yukio
TODA Yoshihiko
YAMAMOTO Takashi
TAKAGI Yusuke |
257 |
| (62)A Cause Estimation and Countermeasures of the Crazing that Occurred to PC Girder (National Route 53 NAGI BRIDGE) |
TANI Shintarou
DOUTA Tadashi
ITO Norimasa
OKADA Shigeyuki |
263 |
| ◇ (63)Evaluation of the Degradation Behavior for a PC Specimen by FEM Analysis |
UEZONO Yuta
KOSA Kenji
ZHENG Yulong
UEHARA Nobuo |
267 |
| ◇ (64)Experimental study of vibration characteristic in damaged PC girder |
AOKI Keiichi |
273 |
| (65)Cause Estimation of Occurring Diagonal Crack in the Webs of PC Box-Girder Bridge |
SUZUKI Shin
UEDA Noritoshi
MANABE Hideki
KATOU Hiroyuki |
279 |
| (66)Applicability Verification of MFL by Experiment |
HAGIWARA Naoki
MIYANAGA Kenichi
AOKI Keiichi |
283 |
| (67)Report on Survey and Diagnosis for Prestressed Concrete Bridge |
AMEMIYA Yoshiko
FUJITA Tomotaka
KOUDA Maki
MORI Takuya |
287 |
| ◇ (68)Development of New Admixture for Durability Enhancement of Salt Corrosion and Freezing and Thawing Resistance |
TOKUMITSU Suguru
MASAKI Mamoru
MATSUMOTO Kenichi
SATAKE Shinya |
291 |
| ◇ (69)Examination on Initial Stress Behavior of PC Slab with Fly Ash |
ITO Hajime
SHIIRE Yuuya
FUKADA Saiji
SANNOH Chikao |
297 |
| ◇ (70)Study on Characteristics of Fly Ash Mixed Prestressed Concrete |
YAMADA Yuji
HASHIMOTO Shinichiro
TOKUMITSU Suguru
MASAKI Mamoru |
303 |
| ◇ (71)Study on the Application of the Shrinkage Property, Durability and Structual Property to Classified Fly Ash Concrete |
YAMAMURA Satoshi
SAKURADA Michihiro
KOBAYASHI Kazuhiro
TORII Kazuyuki |
309 |
| (72)Construction of Pre-Tensioned Prestressed Concrete Bridge, MIYASAKA Pedestrian Bridge, using Fly Ash |
SAKURADA Michihiro
YAMAMURA Satoshi
TORII Kazuyuki
YAMANAKA Shouhei |
315 |
| (73)Construction of the Large Size Structure Loading Test Equipment Using Concrete with Classified Fine Fly Ash |
TSUNOMOTO Meguru
TORII Kazuyuki
FUKADA Saiji
TANAKA Isamu |
319 |
| (74)Characteristic of Load-Bearing Capacity of PC Beam Members Mixing Ground Granulated Blast Furnace Slag 6000 that Received the ASR Degradation |
KUNITOMI Yasushi
ISHII Tsuyoshi
SHIN Gunsei
TORII Kazuyuki |
323 |
| (75)Effect of C-S-H Type Accelerator on the Strength Development of Slag Cement Concrete |
IMOTO Harutake
KOIZUMI Shinichi
SUGIYAMA Tomomi
KOYAMA Hiromitsu |
327 |
| (76)The Early Strength Development of Early Strength Concrete using C-S-H Type Acceralator |
KOIZUMI Shinichi
IMOTO Harutake
BABA Yusuke
KOYAMA Hiromitsu |
331 |
| (77)Study on Early Strength Development of Precast Concrete with C-S-H Type Accelerator |
KOYAMA Hiromitsu
DATE Shigeyuki
|
335 |
| ◇ (78)Experimental Investigation on Resistance to Pressure and Deformation of Polyethylene Sheaths under Concrete Casting |
UMEZU Kenji
FUJII Akihiro
IKEDA Hideki
SHIMOMURA Takumi |
339 |
| ◇ (79)Behavior of PE Sheath with Concrete Temperature Rise during Early Age Immediately after Placing |
NAKAYAMA Yoshinao
YASUDA Kiyoaki
SAITO Shigehiko |
345 |
| (80)Actual Result Investigation on Friction Coefficient of Polyethylene Sheaths in Prestressed Concrete Bridges |
SATO Toru
HAMADA Yuzuru
ONOZUKA Toyoaki
NAKAMURA Atsushi |
351 |
| ◇ (81)Evaluation of the Performance to Realize the Multi-layer Protection in the PC Bridge Using the Polyethylene Sheaths |
AMAYA Kimihiko
TANIYAMA Shingo
OKADA Minoru
WU Chengning |
355 |
| (82)Development of Detection System at Optical PC Grout Filling Sensor |
TSUNODA Shinsuke
HOSONO Junpei
WATANABE Jun
AKUTAGAWA Shinichi |
361 |
| ◇ (83)Evaluation of Tendon Ducts in Prestressed Concrete Bridge by Improved SIBIE |
YAMADA Masahiko
OHTSU Masayasu
TOMODA Yuichi
TOKUMITSU Suguru |
365 |
| ◇ (84)Effects of Mixing Methods on Rheological Properties of PC Grout |
MATSUKA Takeju
TANABE Shigeo
KUDOU Ryota
KIMURA Shigeaki |
371 |
| (85)Study on Mixing Methods and Injection Methods of PC Grout |
KUDO Ryota
TANABE Shigeo
SAKATA Yusuke
MATSUKA Takeju |
377 |
| (86)Consideration about Rheology Properties of the Grout Using the Automatic Measurement Method |
FUJIOKA Taisuke
HOSONO Hiromi
OONO Kanta
HOSHIDA Sinichi |
381 |
| ◇ (87)Isolation, Liquidity, and Characteristic of Chloride Diffusion in PC Grout Mixed with Ion-exchange Resin |
SANADA Osamu
MUTSUYOSHI Hiroshi
LUAN Yao |
385 |
| (88)Construction Report of Slab Work for NOGUROSAWA BRIDGE |
WADA Kouiti
SATO Hayato
SAKAGUTI Mamoru |
391 |
| (89)Replacing Construction of Slab for No.2 and No.3 Bridge of MEIJIYAMA |
FUKUDA Kensaku
NISHITANI Tomoaki
MURATA Kouji
YOSHIMATSU Hidekazu |
395 |
| (90)Replacing Construction of Deck Slab using High Strength Lightweight Precast PC Slab |
TANAKA Shinya
OKU Yoshitaka
AHIKO Shuuichi
TAKAE Yasufumi |
399 |
| (91)Crack Control Measure of Cast-in-Place PC Slab on Continuous Steel-Plate Girder Bridge -OHATA Viaduct- |
SHIBATA Kazunori
YOSHIDA Hisashi
NAKANISHI Daishi
KATOH Kohji |
403 |
| ◇ (92)Basic Study on the Joint between Steel Girder and UFC Slab |
ICHINOMIYA Toshimichi
KANAJI Hidesada
KOSAKA Takashi
TARUTANI Sachiko |
407 |
| ◇ (93)Development of New Vertical Joint Structure |
YASUDA Kiyoaki
HARA Kengo
ARAKI Shigeru
HORII Tomonori |
411 |
| (94)Wheel Load Running Fatigue Test of Prestressed Concrete Deck Slab with a Vertical Joint |
OYANAGI Shuichi
AOKI Keiichi
WADA Yoshinori
KAWAMURA Naohiko |
415 |
| (95)Experimental Studies for Widening of PC Slab |
FUJIWARA Yasuhisa
YAMAUCHI Takahiro
MORITA Akio
ANDO Naofumi |
419 |
| (96)Effect of Construction Technique for Deck Slab on Surface Quality of Concrete |
ASAI Hirotaka
OONO Kanta
SASAKI Wataru
HOSONO Hiromi |
423 |
| (97)Behavior of the Outside Cable at the Time of Train Passing on Kurobe River Bridge of the Hokuriku Shinkansen |
YOKOYAMA Hideki
SHIMOTSU Tatsuya
FUNATAKE Kouji
HAYA Hiroshi |
427 |
| ◇ (98)Study on Monitoring Method of PC External Cable Tension Monitoring System for Railway PC-I Girders |
YUASA Koji
MORIKAWA Hidenori
NAKAUE Shinji |
431 |
| (99)Report of The PC External Cable Tension Estimated by The New Vibration Method from Natural Frequency with Multiple Modes |
ISHIBASHI Akiko
IMAI Hirayoshi
KANEZAKI Takayuki
KOBAYASHI Daisuke |
437 |
| (100)The Investigation of Pre-stress and Reinforcement Design Report of the Pre-tension PCT Beam which was Damaged by Chloride Attack |
HIDA Kenichi
NAKAZAWA Jirou
HAGA Takashi
YONEMOTO Masaki |
441 |
| (101)The Report of the Application Experiment to a Horizontal Direction of the Prestress Introduction Method of Construction to the Existing Structure which has a Fixing Annchor |
MIHARA Takafumi
MIMOTO Tatsuhiko
KOJIMA Daisuke |
445 |
| ◇ (102)Relations of Steel Materials Corrosion and the PC Grout Infusion |
MIYANAGA Kenichi
AOKI Keiichi
HAGIWARA Naoki
WATANABE Shinya |
449 |
| (103)A Study on Grout Re-Injection Method Applied to Prestressing Steel in Cross Beam |
HONJO Kiyoshi
FUJIWARA Norio
TANAKA Hironori
KAMOTANI Tomoshige |
455 |
| (104)Experimental Study on Influence of Drilling at Anchorage Zone in Prestressed Concrete |
TANAKA Yoshiki
ISHIDA Masahiro
MURAKOSHI Jun
YOSHIDA Eiji |
459 |
| ◇ (105)Integrity Evaluation of the Post-tensioning PC Bridge that Passed from Over 60 Years |
HARA Mikio
HAMAOKA Kouzi
AMAYA Kimihiko |
463 |
| ◇ (106)Numerical Analysis of Prestressed Concrete Girders Damaged by Steel Corrosion |
SAITO Shigehiko
KOBAYASHI Kyoshiro
|
469 |
| ◇ (107)Study about the Accumulation of the Chloride Ion of Specimens under the Water Leakage Including Deicing Salts |
KAJIWARA Midori
WATANABE Akio
KONDO Takashi
ISHIKAWA Yuichi |
475 |
| ◇ (108)Fundamental Study on the Corrosion Properties of PC Steel Strands |
NAKASHIMA Tomoko
MIYAZATO Shinichi
|
479 |
| (109)Report of Difference in Water Cement Ratio of Concrete Exposed in Marine Environment for 30 Years |
SANGA Takashi
UMEMOTO Youhei
SAKURABA Hiroki
SASAKI Iwao |
483 |
| (110)Investigation on Surface Protection for Concrete Structures Exposed to Marine Environment 30 Years |
SASAKI Iwao
SAKURABA Hiroki
NISHIZAKI Itaru
AOYAMA Toshiyuki |
487 |
| ◇ (111)Experimental Study on Methods to Improve Resistance of Chloride Attack by Various Protective Coatings on Gentle Slope Concrete Surface |
WATANABE Shinya
NOJIMA Shouji
TONO Toshiyuki |
491 |
| (112)Experimental Study on Corrosion Prevention Effect and Workability of Galvanic Anode Method |
KODA Maki
AOYAMA Toshiyuki
YAMAMOTO Daisuke
HAMADA Hidenori |
495 |
| (113)Study on Repair Works with Cathodic Protection |
KIRIKAWA Kiyoshi
KUBO Kinya
IKEDA Masashi
KODA Maki |
499 |
| (114)The Measures for Quality Assurance of the Omono Bridge Construction Work in Route 7 |
KASAI Hironori
GATTO Hiroyuki
SAKURADA Ryouji |
503 |
| (115)Characteristics of Adiabatic Temperature Rise of High-early-strength Concrete made with SCMs |
HASEGAWA Tsuyoshi
KITANO Yuichi
ISHII Tsuyoshi
NAKAMURA Eisuke |
507 |
| (116)Prediction of Adiabatic Temperature Rise of High-early-strength Concrete made with SCMs |
KITANO Yuichi
HASEGAWA Tuyoshi
ISHII Tuyoshi
NAKAMURA Eisuke |
511 |
| ◇ (117)Experimental Study on Thermal Cracking Resistance of Concrete with Supplementary Cementitious Materials |
NAKAMURA Eisuke
SUZUKI Masahiro
ISHII Tsuyoshi
KOGA Hirohisa |
515 |
| ◇ (118)Estimation Method for Restrained Stresses of Concrete Containing Supplementary Cementitious Materials at Early Ages |
KAWAKANE Hajime
NAKAMURA Eisuke
SUZUKI Masahiro
ISHII Tsuyoshi |
521 |
| ◇ (119)Influence of Mineral Admixture and Volume of Coarse Aggregate on the Shrinkage Crack Resistance of Early-Strength Concrete |
SASAKI Wataru
TANIGUCHI Hideaki
KOKUZAWA Masahiro
HIGUCHI Masanori |
527 |
| (120)Strength and Heating Characteristics of Concrete Using Various Curing Promoting Material |
ONDA Yosuke
KOKUZAWA Masahiro
SASAKI Wataru
TANIGUCHI Hideaki |
533 |
| ◇ (121)A Study on the Basic Properties of Antiwashout Underwater Rapid Hardening Concrete with Rapid Hardening Admixture |
YAMANAKA Toshiyuki
UMEMOTO Yohei
TAWARA Michikazu
KWAK Doyeon |
537 |
| (122)Physical Properties and Durability of Latex Modified Facet Concrete |
KWAK Doyeon
MORIYAMA Mamoru
LI Chunhe
YAMANAKA Toshiyuki |
541 |
| ◇ (123)The Novel Cementitious Material with 460MPa Compressive Strength by Conventional Molding |
KONO Katsuya
NAKAYAMA Risa
TADA Katsuhiko |
545 |
| ◇ (124)The Effect of Admixtures on the Microstructure of the Hardened Cement Paste |
SHIN Gunsei
WU Chengning
|
551 |
| ◇ (125)Evaluation of Restoring Force Capacity of RC/PC Beams with Externally Bonded Prestressed BFRP Rods |
YOSHIDA Mitsuhide
YAGI Yousuke
IWASHITA Kentaro
KAJIURA Takuma |
557 |
| ◇ (126)Fundamental Study on the Placed the Cover Concrete by the String of Aramid Fiber |
TAKEYAMA Tadaomi
ARIKAWA Naoki
SANGA Takashi
ASAI Hiroshi |
563 |
| (127)Flexural Capacity of Prestressed Concrete Beams with CFRP Strand Cables |
KOSE Noriaki
YOKOTA Hiroshi
KATOH Ema
OKAZAKI Shinichiro |
569 |
| (128)Recent Development of Ultra-high Strength (2100MPa) 7-wire Epoxy Coated and Filled Strand 17.8mm |
OSHIMA Katsuhito
TANAKA Shuichi
MATSUBARA Yoshiyuki
YAMADA Masato |
573 |
| (129)Research for Characteristics and Durability of Epoxy Coated PC Starnd |
HIRAI Kei
FUKUJI Keita
TOYOFUKU Toshiyasu |
577 |
| ◇ (130)Rigidity Evaluation of Railway PC Extradosed Bridges |
SOGABE Masamichi
SHIMOTSU Tatsuya
GOTO Keiichi
SHINDO Yoshinori |
581 |
| (131)Non-flood Season Construction of Extradosed Bridge in a Cold Snowy Area - CHUOU Bridge - |
KUMAGAI Yoshiaki
NOZAKI Ryuichi
KAWANISHI Tetsuya
SHIOZAWA Tomonobu |
587 |
| (132)Extensioning works of closure pourusing PC cable anchor |
YOSHIURA Nobuaki
CHIBA Shinichi
MATSUNAGA Hideaki |
591 |
| (133)Construction of 2-Span Continuous PC Extradosed Bridge across JR Agatsuma Line |
ISOBE Yoshitaka
TAKAGI Kenji
AKAMINE Yasuhito
YOSHITAKE Ryosuke |
595 |
| (134)The Seismic Design for Single-Plane Suspension Extradosed Bridge with Long Span and Wide Width |
NAGAO Kenji
HOSOTANI Manabu
FUKUDA Masato
MIZUTANI Masaki |
599 |
| (135)Study on Transmission of Cable Tension to Main Girder in Single-Plane Suspension Extradosed Bridge with Long Span and Wide Width |
SHINJO Kohei
HOSOTANI Manabu
FUKUDA Masato
TAKATSUGU Wataru |
603 |
| (136)Study on Performance of Long Span Extradosed Prestressed Concrete Bridge during Cantilever Erection by Sequential Finite Element Analysis |
NAKA Takashi
HOSOTANI Manabu
FUKUDA Masato
TONAMI Munenori |
607 |
| (137)Design for Head Part of Hollow Pier in Extradosed Bridge with Long Span |
KANATA Takahiro
HOSOTANI Manabu
FUKUDA Masato
OHKUMA Hikari |
611 |
| ◇ (138)The Effect of Adding Mineral Admixtures and Secondary Wet Curing on Compressive Strength/Durability of Steam Cured Mortar |
AZUMA Yosuke
MORI Hiroaki
TADA Katsuhiko |
615 |
| ◇ (139)The Effect of the Accelerator about Quality Improvement of the Concrete Manufactured by Steam Curing |
NAKAMURA Toshiyuki
KITAZAWA Toshiharu
NAMIKI Masayuki
WU Chengning |
621 |
| (140)Effect of Construction Technique for Wall Structure on Surface Quality of Concrete |
KOKUZAWA Masahiro
SIBA Akihiro
HUJIOKA Taisuke
HIGUCHI Masanori |
627 |
| (141)Confirmation of Management Techniques Best Floor System CN Construction Method of High-Strength Concrete |
MICHIKAMI Masahiro
KOUDA Takesi
YAMAMURA Atusi
WAKI Yusuke |
631 |
| (142)Study on Placing Joint Primer Focused on Action Mechanism |
MARUTA Hiroshi
HAMANAKA Akinori
NAGAI Yoshinori
KWAK Doyeon |
635 |
| (143)Air Bubbles Reduction Effect of the Lower Slab Haunch Part by the Horizontal Vibrator |
FUDATATE Shigeyoshi
GOTO Kenji
YANAGISAWA Norifumi
SUGASAWA Fumihiro |
639 |
| (144)Application to Field Test of PC Grout Mechanical Measuring System at Komaki Viaduct |
KATAYAMA Masao
NOJIMA Syouji
NAKASHIMA Kiyotaka
IMAI Youhei |
643 |
| (145)The Report of Construction Utilizing CIM for Trial |
OCHIAI Masaru
HONBO Kaoru
SAKURAI Kazuhiro
SHIMADA Kouichi |
647 |
| (146)Development of Measurement System for Transverse PC Steel Arrangement in Deck Slab by using Stereo Photography Technology |
ONO Kanta
KAKEHASHI Takao
MIKAMI Hiroshi
HOSONO Hiromi |
651 |
| (147)The Renovation of Traffic Facilitation for SHINTENMON Bridge in National Highway 266 -Temperature Analysis of Arch Abutment Part- |
KITANO Junko
MIYAGAWA Masahiro
FUKUSHIMA Kuniharu
HARADA Shuichi |
655 |
| (148)Conceptual Design of Prestressed Concrete Breakwater against Tsunami |
IKEDA Shoji
HAYASHI Kazuhiko
MATSUMOTO Shuichi
KAWAMURA Naohiko |
659 |
| (149)Design of Nariai Viaduct (Up Line) on New Meishin Expressway |
MINODA Shunsuke
YAMAMOTO Taizo
OOKUBO Takashi
TOYODA Eiji |
663 |
| (150)Planning and Design of REIMEI BRIDGE (Second Line) on the Joshin-Etsu Expressway |
KOBARI Yusuke
HIGASHIDA Norimasa
SAITO Masashi
SHIBUYA Tomohiro |
667 |
| (151)Plan and Design of NAKAO Bridge (2nd Line) |
TERADA Kohei
KONO Shunsuke
SHIOTA Ryoichi |
671 |
| (152)Design for a PRC Simple Box Girder Bridge with a Horizontal Curve Radius of 50 Meters |
NAKAGAWA Keisuke
FUKUDA Masato
SASAKI Yasuhiro
SATOHO Hideyuki |
675 |
| (153)Study on the Deflection of the Simple PC Girders in the Hokuriku Shinkansen New Opening Section |
SHINDO Yoshinori
SHIMOTU Tatuya
MIZUTANI Tetuya
FUNATAKE Hirotugu |
679 |
| ◇ (154)A Study of Design Method for Integral Bridge with Geosynthetic-Reinforced Soil using PRC Girders |
FURUYA Takutoshi
TODOROKI Shuntaro
OKAMOTO Masaru
TAMAI Shinichi |
683 |
| ◇ (155)A New Hybrid Model Comprised of a 3D Lattice Model and Panel Elements to Evaluate the Change in Stress Distribution in PC Bridges with Construction Processes |
KARINO Takeshi
MATSUZAWA Masakazu
MIZUTA Takashi
TAMAKOSHI Takashi |
689 |
| ◇ (156)Analytical Study of a PC Bridge by the Use of the Truss Model |
HARADA Takehiko
OKADA Masayuki
KARINO Takeshi
TAMAKOSHI Takashi |
695 |
| ◇ (157)The influence of the angle between compressive force and construction joint on shear transfer strength |
FUKUTA Keisuke
YUASA Koji
MORIKAWA Hidenori |
701 |
| (158)Performance Verification Tests of the joint for Composite Truss Structure Hakkou Bridge |
HORIUCHI Tatsuto
DEGUCHI Yoshiharu
ZENMOTO Takanori
KOSHIJIMA Kooji |
707 |
| ◇ (159)Study on behavior of web shear connector in joint composite steel girder and PC girder |
SHINOZAKI Hiroo
MAKI Takeshi
ARIKAWA Naoki
ASAI Hiroshi |
711 |
| ◇ (160)Related to Performance Test of the Pretensioned T-Shaped Girder Connection System Using a Precast Cross Beam |
NAGAYOSHI Yuta
YOSHIKAWA Taku
WATASE Hiroshi
YASUDA Kiyoaki |
717 |
| ◇ (161)Limit state value evaluation of the outflow of a bridge by the tsunami that focuses on the pier failure |
TANAKA Akira
WATANABE Ken
OHNO Yuto
ODA Yukinobu |
723 |
| ◇ (162)Influence of Patching Repair Method on Load Carrying Capacity of pre-tensioned Prestressed Concrete Beam |
BAMBA Shunsuke
TANAKA Yasushi
SHIMOMURA Takumi |
729 |
| ◇ (163)Evaluation of the Shrinkage and Creep Properties Depend on the Location of PC Beam for Infrastructure by Measuring the Long-term Strain |
OHNO Yuto
WATANABE Ken
|
735 |
| ◇ (164)An experimental study on the shear capacity of the PHC-piles with SD490 |
MIYAHA Kiyoshi
GOAN Mitsumaru
AKIYAMA Mitsuyoshi |
741 |
| ◇ (165)Experimental research of ultra-high endurance prestressed concrete member |
SUGITA Atsuhiko
NIITANI Kyouji
AYANO Toshiki
FUJII Takashi |
747 |