[L2132]Analytical Study on Punching Shear Capacity of Pile Cap Supported by Two Piles
Kenji YONEZAWA,Katsumi KOBAYASHI(1.大林組,2.フジタ)
JCI Annual Convention in NAGOYA
Jul 9 - Jul 11, 2013Nagoya Congress Center
You can search for presentations in this event.
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JCI Annual Convention in NAGOYA
Jul 9 - Jul 11, 2013Nagoya Congress Center
You can search for presentations in this event.
SearchSearch Results(655)
[L2133]A study on Seismic Capacity of High-rised Reinforced Concrete Buildings after Repair
Toshikazu KABEYASAWA,Toshimi KABEYASAWA,Hiroshi FUKUYAMA,Deng XUAN(1.国土交通省 国土技術政策総合研究所,2.東京大学,3.建築研究所,4.中国建築標準設計研究院)
[L2134]Analysis of tsunami damage for Utatsu Area in Minamisanriku Town
Li Fu,Kenji Kosa,Ami Nakano,Tatsuo Sasaki(1.九州工業大学,2.九州工業大学,3.大日本コンサルタント)
[L2135]Detailed Analysis of Tsunami Damage on Bridge in Koizumi Area of Kesennuma City
Tatsuo SASAKI,Kenji KOUSA,Hiroshi JINGUUJI(1.大日本コンサルタント,2.九州工業大学)
[L2136]Residual displacement of bridge pier with variable surface incorporated into friction pendulum isolation system
Haruhiro KANAI,Ryota ABE,Mitsuyoshi AKIYAMA,Kiyoshi ONO(1.早稲田大学,2.国土交通省,3.大阪大学)
[L2137]Basic studey on deformation of RC bridge poiers inner spiral reinforcement
hideaki TAKANO,kaoru KOBAYASHI(1.東日本旅客鉄道)
[L2138]Analysis of Seismic Behavior of PC Poles on Shinkansen Viaduct by 3D Dynamic Nonlinear Analysis
Keisuke SATO,Akira HOSODA(1.横浜国立大学)
[L2139]Reduction Effect on Indoor Damage of High-rise Buildings due to Earthquake using Seismic Response Control Device
Ayako SATO,Satoshi HAMADA,Tomofusa AKITA,Nobuyuki Izumi(1.千葉大学)
[L2140]Application of the formula for calculating deformation performance to RC piers with low reinforcement ratio
Junichi OKUNISHI,Masaru OKAMOTO,Yukihiro TANIMURA(1.鉄道総合技術研究所)
[L2141]Evaluation of Bridge Outflow due to Great Tsunami
Yulong ZHENG,Kenji KOSA,Tatsuo SASAKI(1.九州工業大学,2.大日本コンサルタント)
[L2142]Displacement-Based Mode-Adaptive Pushover Analysis of Existing Buildings Considering Brittle Failure of Shear Members
Kenji FUJII(1.千葉工業大学)
[L2143]Survey results and earthquake response analysis of SRC building with non-structual wall damaged by Tohoku-Pacific Ocean Earthquake
Yuto OJIO,Oo THANDAR,Yasushi SANADA,Ho CHOI(1.大阪大学,2.元豊橋技術科学大学,3.東京大学)
[L2144]Residual Seismic Capacity of Reinforced Concrete Members With Shear Failure
Yoshihiro ITO,Kanako TAKAHASHI,Masaki MAEDA(1.東北大学)
[L2145]Experimental Study on Failing Behavior of Reinforced Concrete Columns with one and both sided Wing Walls of Low Strength Concrete
Tomoki TAKAHASHI,Shoichi FURUSAWA,Naoki MISHIMA,Shigemitsu HATANAKA(1.三重大学)
[L2146]Failing Behavior of Reinforced Concrete Columns with one and both sided Spandrel Walls of Low Strength Concr
Tooru ISHIDA,Shoichi FURUSAWA,Naoki MISHIMA,Shigemitsu HATANAKA(1.三重大学)
[L2147]REPARABILITY EVALUATION FOR RC STRUCTURE USING REPARABILITY EVALUATION INDEX, TOTAL REPAIR TIME AND REPAIR COST COEFFICIENT
Hideyuki KINUGASA,Kousuke IZUMI,Tomohisa MUKAI,Naoki OONISHI(1.東京理科大学,2.建築研究所)
[L2148]A Study on Crack Length Propagation of RC Beam
Noriyuki TAKAHASHI,Yoshiaki NAKANO(1.東京大学)
[L2149]The Response of a Reinforced Concrete Building and the Ground by Surface Waves in the Seismic Records
Kota MORINISHI,Hitoshi SHIOHARA,Fumio KUSUHARA(1.東京大学)
[L2150]Experimental study on seismic response of RC frames subjected to multi-
Keisuke TOZAWA,Akihiko OBATA,Tetsuya NISHIDA,Jun KOBAYASHI(1.秋田県立大学)
[L2151]Residual Seismic Capacity Evaluation Method of Overall RC Frame with Weak-beam based on the Energy Absorption Capacity
Chunri QUAN,Noriyuki TAKAHASHI,Ho CHOI,Yoshiaki NAKANO(1.東京大学)
[L2152]A STUDY ON SEISMIC CAPACITY EVALUATION AND INDEX OF EXISTING HIGH-RISE RC BUILDINGS
Keisuke ISHIDUKA,Satoshi HAMADA,Tomofusa AKITA,Nobuyuki IZUMI(1.千葉大学)
[L2153]Seismic performance and maintenance management strategy of RC bridge piers in consideration of unexpected
Tateki TOI,Hiroaki KINOMURA,Hiroaki TURUTA,Masahiro DOGAKI(1.京都市役所,2.関西大学)
[L2154]Seismic performance evaluation by reversal cyclic loading test of the JES structure
Tomonori ABO,Shigeru MATSUOKA,Tatsuji NAGAO(1.鉄建建設)
[L2032]A study on performance of RC beams with spandrel walls
Takuto AHINODA,Akira TASAI,Koichi KUSUNOKI(1.横浜国立大学)
[L2033]Effect of strengthening by using CFRP plate for existing RC beam with New-Opening
Katsuhiko SHIBUICHI,Kuniyoshi SUGIMOTO(1.大林組)
[L2034]Deformation capacity of R/C Beam in Frame after Beam Bar Yielding
Kiyohisa SUZUKI,Kazuhiro KITAYAMA(1.首都大学東京)
[L2035]Experiment on Controlling Residual Deformation and Damege of High-Performance R/C Frame after Earthquake
Tomoki ABE,Shinichi SHIOYA,Shunya OKAZAKI(1.鹿児島大学,2.JFE設計)
[L2036]Experimental study on shear behavior of RC beams with high strength shear reinforcement
Ichizo KISHIMOTO(1.近畿大学)
[L2102]Evaluation of prediction equation for flexural crack width
Kentaro SUHARA,Yukikazu TSUJI,Ryoetsu YOSHINO,Yuuki OKAMURA(1.電気化学工業,2.前橋工科大学)
[L2130]Cyclic Loading Test Under High Axial Compression for Circular Column with Inside Spiral Reinforcement
Kei KUMABE,Daisuke TSUKISHIMA(1.東日本旅客鉄道)
[L2131]EXPERIMENTAL STUDY ON DUCTILITY OF RC MEMBER WITH SMALL SHEAR SPAN RATIO
Koichiro MIZUNO,Masashi KOBAYASHI(1.東日本旅客鉄道)
[L2082]MECHANICAL PROPERTIES OF PRESTRESSED ULTRA HIGH STRENGTH CONCRETE BEAM WITH A MOLTEN SLAG AS FINE AGGREGATE
Hiroshi ASAI,Seiji OOTA,Ryoichi SATO,Masahiro SUZUKI(1.三井住友建設,2.防衛省,3.広島大学,4.ピーエス三菱)
[L2083]Effect of Stirrup Diameter and Configuration on Diagonal Compressive Capacity of HSC Beams
Patarapol TANTIPIDOK,Koji Matsumoto,Junichiro Niwa(1.Tokyo Institute of Technology,2.東京工業大学)
[L2084]PREDICTION OF SHEAR STRENGTH OF HIGH-STRENGTH CONCRETE MEMBERS WITHOUT WEB REINFORCEMENT
S.V.T Janaka PERERA,Hiroshｉ Mutsuyoshi(1.Saitama University,2.埼玉大学)
[L2017]Shear Behavior of RC Column consist of outer shell structure by thin steel plate with ribbed and fiber sheets
Yoshinori ITOU,Eiji MAKITANI,Kyoiti MACHIDA,Osamu KAWAKAMI(1.建材試験センター,2.関東学院大学名誉教授,3.日本建築専門学校,4.建材試験センター)
[L2018]Experimental Investigations of Shear-damaged RC Columns Externally Retrofitted by Lashing Belts Prestressing
Kozo NAKADA,Koki MAEDA,Yoichi MORISHITA,Hideaki TERUYA(1.琉球大学)
[L2019]THREE-DIMENSIONAL FEM ANALYSIS ABOUT THE INFLUENCE OF THE AXIAL STRESS ON THE SHEAR PERFORMANCE OF RC COLUMN
Yuuta FUJIHASHI,Takashi KASHIWAZAKI,Nobuyuki IZUMI,Hiroshi NOGUCHI(1.マイダスアイティジャパン,2.千葉大学,3.工学院大学)
[L2020]Effect of Stractural Performance due to Various Parameter for RC Columns with Wing Walls Reinforced by PVA-FRC
Masato ISO,Ayato HONMA,Atsuhisa OGAWA(1.福井大学,2.福井大学,3.クラレ)
[L2021]Study of residual strength of shear failure RCcolumn after a fire
Hitoyuki TAKAGI,Yuki OGAWA,Ichirou SHIRAISHI(1.明治大学,2.大成建設,3.日本工業大学)
[L2022]Seismic Performance of Low Strength Concrete Column with Wing Wall
Hideo ARAKI,Noriyuki MIYAHARA(1.広島工業大学)
[L2023]EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF COLUMN WITH SING AND SPANDREL WALLS
Shuji KATO,Toshikazu KABEYASAWA,Toshimi KABEYASAWA,Youji HOSOKAWA(1.東京大学,2.国土交通省 国土技術政策研究所)
[L2024]An Experimental Study on Load Resistant Capacity of RC Columns with Intermediate Hoop under Bi-axial Cyclic Bending
Moriaki SUZUKI,Eiji MIZUNO(1.愛知工業大学,2.中部大学)
[L2025]Seismic performance of circular concrete columns reinforced by ultra-high strength rebars with low bond strength
Gaochuang CAI,Yuping SUN,Takashi TAKEUCHI,Takashi FUJINAGA(1.神戸大学)
[L2026]Seismic performance of RC columns with a large quantity of fly ash and confined by steel plate
Takashi TAKEUCHI,Tomoyuki KOYAMA,Kentaro YOSHINO,Yuping SUN(1.神戸大学,2.九州大学)
[L2027]Experimental Study on Structural slits of Reinforced Concrete Columns with spandrel and hanging-wall walls
Hiroshi WATANABE,Kimihiko SATO,Jie HONG,Kazumasa EBATO(1.関東学院大学,2.JIPテクノサイエンス)
[L2028]Seismic performance of RC columns with 685MPa class high strength shear reinforcement
Susumu KONO,Hoan Le,Kodai TOYA(1.東京工業大学,2.鹿島建設)
[L2001]Strength and deformation capacity of R/C walls with openings
Daisuke KATO,Tomonao TSUNASHIMA(1.新潟大学,2.SU設計)
[L2002]3 DIMENSIONAL NON-LINEAR ANALYSIS FOR CONCRETE GYMNASIA WITH A STEEL ROOF
Tetsuya OHMRUA,Shizuo HAYASHI(1.東京都市大学)
[L2003]A STUDY ON SHEAR STRENGTH EVALUATION OF RC STRUCTURES BY SEVERAL EQUATIONS
Junichi ABE,Ken WATANABE,Kazuhiro KAWAGUCHI(1.北武コンサルタント,2.鉄道総合技術研究所,3.JIPテクノサイエンス)
[L2004]Horizontal Load-carrying Capacity Calculation Using Collapse Rate for RC Flexural-frame Buildings of Partial Collapse Type
Shigeki KATAGIRI,Masafumi KAWAMURA,Tomofusa AKITA,Nobuyuki IZUMI(1.千葉大学)
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