第38回コンクリート工学講演会

Seismic retrofit Ⅰ

Thu. Jul 7, 2016 9:00 AM - 10:30 AM Room 7 (4F 414)

座長:岡本大(土木), 篠原保二(建築)

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[2172] Experimental and analytical study for new arrangement of the retrofitting brace of compressive CFT

Hiroyuki NAKAHARA¹, Koki HIJIOKA², Hiroshi MATSUDA¹ (1.長崎大学 2.九州大学)

[2173] STUDY ON DEFORMATION BEHAVIOR OF BEAM ANCHORED MAIN BARS TO EXISTING BEAM COLUMN JOINT

Yuuki KOYA¹, Takeshi HIWATASHI², Naoki YAMAGISHI³, Toshiaki FUJIMOTO⁴ (1.安藤・間 2.東亜建設工業 3.西武建設 4.日本大学)

[2174] EXAMINATION OF SEISMIC RETROFIT FOR PC EXISTING POLE WITH EXTERNAL LENGTHWISE REINFORCEMENT RODS

Yuka ITO¹, Kaoru KOBAYASHI¹ (1.東日本旅客鉄道)

[2175] Experimental Study on Retrofitting Method of Seismic Shear Wall for Nuclear Plant

Shin-ichi TAKEZAKI¹, Hideo ONO¹, Seiya KATAYAMA², Katsuki TAKIGUCHI³ (1.大成建設 2.関西電力 3.東京工業大学名誉教授)

[2176] Shear Characteristics of Seismic Retrofitting Cylindrical Wall for Nuclear Power Plant

Hideyoshi WATANABE¹, Hideo ONO¹, Takeshi OKAMURA², Katsuki TAKIGUCHI³ (1.大成建設 2.関西電力 3.東京工業大学名誉教授)

[2177] RC frame stiffening effect to RC frame using round steel

Kousuke KUWAKINO¹, Mitinori ITO¹, Takayuki OOSATO¹ (1.東日本旅客鉄道)

第38回コンクリート工学講演会

Seismic retrofit Ⅱ

Thu. Jul 7, 2016 10:45 AM - 12:15 PM Room 7 (4F 414)

座長:岡本大(土木), 篠原保二(建築)

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[2178] Effect of adhesive strength on shear strength of reinforced concrete columns strengthened using polyester sheet

Ryo OGINO¹, Toshimi KABEYASAWA¹, Shunichi IGARASHI² (1.東京大学 2.構造品質保証研究所)

[2179] Effect of Axial force on Seismic Performance of RC Columns Retrofitted by Outer Column using UFM Panel

Masato OTSUKA¹, Suguru SUZUKI¹, Zheng ZHANG¹, Hiroshi KURAMOTO¹ (1.大阪大学)

[2180] Experimental investigation on aseismic reinforcement using the ductility of RC bridge pier with round rebars

Koji SATO¹, Norio SAIJOH¹, Hiroaki NISHI¹ (1.土木研究所　寒地土木研究所)

[2181] Development of Micro and Macro Analysis Models Considering Deterioration of Joint in RC Frame Retrofitted with Steel Braces

Ryosuke SATO¹, Kazuki TAJIMA¹, Kazuhiro NAGANUMA¹, Nobuaki SHIRAI¹ (1.日本大学)

[2182] Seismic performance of butterfly-shaped concrete block shear wall

Yuji ISHIKAWA¹, Hassane OUSALEM¹, Shouhei KAWANO¹, Satoshi KAKE¹ (1.竹中工務店)

[2183] Retrofit for the PC-poles on the railway viaduct

Daisuke TSUKISHIMA¹, Takahito SASAKI¹, Hideaki KUSANO² (1.東日本旅客鉄道 2.東鉄工業)

第38回コンクリート工学講演会

Seismic retrofit Ⅲ

Thu. Jul 7, 2016 1:15 PM - 3:15 PM Room 7 (4F 414)

座長:岡野素之(土木), 石川裕次(建築)

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[2184] EXPERIMENTAL STADY ON SHEAR STRENGTH OF RC COLUMNS TRANSVERSELY REINFORCED WITH USING HIGH STRENGTH PRECAST CONCRETE PANELS AND HIGH STRENGTH FIBER REINFORCED MORTAR

Toshiyuki KUROIWA¹, Ryota KASAKURA², Masanori ITO¹, Masaru OKAMOTO² (1.東急建設 2.鉄道総合技術研究所)

[2185] EXPERIMENTAL STUDY ON SEISMIC STRENGTHENING CONSTRUCTION METHOD OF R/C FRAME USING STEAL COLUMN

Kazuki TANIGAWA¹, Takashi FUJINAGA¹, Kazuaki MIYAGAWA², Yuping SUN¹ (1.神戸大学 2.JFEシビル)

[2186] Consideration of mechanical behavior of post-installed anchor subjected to cyclic shear force and constant tensile force

Yuya TAKASE¹, Toshinaga WADA², Yasuji SHINOHARA³ (1.飛島建設 2.北海道職業能力開発大学校 3.東京工業大学)

[2187] A study on the stress distribution acting on the bonded Post-installed anchor by FEM analysis

Yutaro ISHIDA¹, Yusuke MAIDA², Masaharu KUBOTA³, Hiroyasu SAKATA¹ (1.東京工業大学 2.千葉大学 3.飛島建設)

[2188] Experimental and Analytical investigation on a characteristics of bridge abutment resistance by girder collision

Norio SAIJOH¹, Koji SATO¹, Hiroaki NISHI¹ (1.土木研究所　寒地土木研究所)

[2189] Experimental Studies on the strength of post installed used in bridge fall prevention device

Takutoshi FURUYA¹, Yuichiro RYU¹, Toshiya TADOKORO¹, Masaru OKAMOTO¹ (1.鉄道総合技術研究所)

[2190] Preliminary Study on overturning limit improvement of unreinforced concrete piers having an inclined sliding surface

Hayato ITO¹, Kaoru KOBAYASHI¹, Masashi HIRABAYASHI¹ (1.東日本旅客鉄道)

[2191] Seismic strengthening examination of the RC arched bridge passed more than 50 years after the service

Akihiro KODAMA¹, Haruo TSUJI¹, Tatsuro SUDO¹, Yoshiaki SATO² (1.サザンテック 2.大分大学)

Sessions

B.Structural & Design » Seismic retrofit

Seismic retrofit Ⅰ

[2172] Experimental and analytical study for new arrangement of the retrofitting brace of compressive CFT

[2173] STUDY ON DEFORMATION BEHAVIOR OF BEAM ANCHORED MAIN BARS TO EXISTING BEAM COLUMN JOINT

[2174] EXAMINATION OF SEISMIC RETROFIT FOR PC EXISTING POLE WITH EXTERNAL LENGTHWISE REINFORCEMENT RODS

[2175] Experimental Study on Retrofitting Method of Seismic Shear Wall for Nuclear Plant

[2176] Shear Characteristics of Seismic Retrofitting Cylindrical Wall for Nuclear Power Plant

[2177] RC frame stiffening effect to RC frame using round steel

Seismic retrofit Ⅱ

[2178] Effect of adhesive strength on shear strength of reinforced concrete columns strengthened using polyester sheet

[2179] Effect of Axial force on Seismic Performance of RC Columns Retrofitted by Outer Column using UFM Panel

[2180] Experimental investigation on aseismic reinforcement using the ductility of RC bridge pier with round rebars

[2181] Development of Micro and Macro Analysis Models Considering Deterioration of Joint in RC Frame Retrofitted with Steel Braces

[2182] Seismic performance of butterfly-shaped concrete block shear wall

[2183] Retrofit for the PC-poles on the railway viaduct

Seismic retrofit Ⅲ

[2184] EXPERIMENTAL STADY ON SHEAR STRENGTH OF RC COLUMNS TRANSVERSELY REINFORCED WITH USING HIGH STRENGTH PRECAST CONCRETE PANELS AND HIGH STRENGTH FIBER REINFORCED MORTAR

[2185] EXPERIMENTAL STUDY ON SEISMIC STRENGTHENING CONSTRUCTION METHOD OF R/C FRAME USING STEAL COLUMN

[2186] Consideration of mechanical behavior of post-installed anchor subjected to cyclic shear force and constant tensile force

[2187] A study on the stress distribution acting on the bonded Post-installed anchor by FEM analysis

[2188] Experimental and Analytical investigation on a characteristics of bridge abutment resistance by girder collision

[2189] Experimental Studies on the strength of post installed used in bridge fall prevention device

[2190] Preliminary Study on overturning limit improvement of unreinforced concrete piers having an inclined sliding surface

[2191] Seismic strengthening examination of the RC arched bridge passed more than 50 years after the service