The 40th JCI Technical Conference

Seismic retrofit I

Thu. Jul 5, 2018 9:30 AM - 11:45 AM Room 4 (9F EX3-B)

座長:村田裕志(土木), 黒木正幸(建築)

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[2159] Characteristics of RC Beam Strengthened with Carbon Fiber Grid Plate Fixed the Edges in Carbon Fiber Bundle Anchorage

Katsuyuki MIYAUCHI¹, Hiroyuki SHIMOEDA², Akira KOBAYASHI³ (1.福山大学 2.StoCretec Japan 3.新日鉄住金マテリアルズ)

[2160] Ultimate shear capacity of R/C column with wing walls retrofitted by UFC panels

Hidekazu WATANABE¹, Tomohisa MUKAI¹, Taku ISHIOKA², Keisuke KUBO³ (1.建築研究所 2.戸田建設 3.東京理科大学)

[2161] Bearing Strength formula of Roughened Concrete Considering Vertical Projected Area of Roughness for seismic retrofits

Ukyo MUSYA¹, Yuya TAKASE¹, Takahide ABE², Takeshi HIWATASHI³ (1.室蘭工業大学 2.飛島建設 3.東亜建設工業)

[2162] Estimation of shear failure strength of roughened concrete surface using equivalent fracture surface depth

Yuki KATAGIRI¹, Yuya TAKASE¹, Takahide ABE², Takeshi HIWATASI³ (1.室蘭工業大学 2.飛島建設 3.東亜建設工業)

[2163] Evaluation on Backbone Curve of R/C Column with Wing-Walls Retrofitted UFC panels

Keisuke KUBO¹, Tomohisa MUKAI², Taku ISHIOKA³, Takahiko UCHIDA⁴ (1.東京理科大学 2.建築研究所 3.戸田建設 4.佐藤工業)

[2164] MECHANICAL MODEL OF POST-INSTALLED ANCHOR CONSIDERED OF BEHAVIOR OF CONCRETE AND GROUT USING REACTION MODULUS

Takahide ABE¹, Takeshi HIWATASHI², Yuuya TAKASE³, Keiichi KATORI⁴ (1.飛島建設 2.東亜建設工業 3.室蘭工業大学 4.東洋大学)

[2165] Adaptability of Disk TypeShear-key to part of concrete repaired Polymer Cement Mortar

Keita SAKAMOTO¹, Takahide ABE¹, Yuuya TAKASE² (1.飛島建設 2.室蘭工業大学)

[2166] Development of seismic reinforcement method of steel poles of PC pole supported by structure

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

[2167] Verification of Damage States on Damaged RC Building Retrofitted with Steel Brace through Seismic Response Analysis

Keiichiro OGAWA¹, Kazuki TAJIMA¹, Kazuhiro NAGANUMA¹ (1.日本大学)

The 40th JCI Technical Conference

Seismic retrofit II / Seismic diagnosis / Earthquake damage

Thu. Jul 5, 2018 1:00 PM - 3:15 PM Room 4 (9F EX3-B)

座長:原田哲夫(土木), 菅野秀人(建築)

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[2168] Study on the influence of anchor plate shapes to the shear strengthening effect of RC members with post-construction shear reinforcing bars

Keisuke KAWAMURA¹, Weijian ZHAO¹, Takefumi SHINDOH¹, Susumu OKAMOTO² (1.大成建設 2.成和リニューアルワークス)

[2169] Effects of Seismic Reinforcement of Reinforced Concrete Building which received the Moderate Seismicity

Takumi HIBINO¹, Masahiro CHIBA¹ (1.日本大学)

[2170] STRUCTURAL PERFORMANCE OF THE DETERIORATED R/C BUILDING IN HASHIMA

Hiroshi SONOYAMA¹, Kenji KABAYAMA² (1.NTTファシリティーズ 2.芝浦工業大学)

[2171] Estimation of Frequency Distribution of Seismic Structural Performance Index of Existing High-rise RC Buildings Considering Effect of Surface Ground

Tomohiro OTSUKI¹, Phannarith KAN¹, Yusuke MAIDA¹, Nobuyuki IZUMI¹ (1.千葉大学)

[2172] RAPID SEISMIC EVALUATION METHOD OF EXISTING RC BUILDINGS WITH MASONRY INFILL BASED ON EARTHQAUKE DAMAGE

Md Shafiul ISLAM¹, Hamood ALWASHALI¹, Yuta TORIHATA², Masaki MAEDA² (1.Tohoku University 2.東北大学)

[2173] Damage Investigation and Numerical Analysis on Soft-first-story RC Structure in the 2016 Kumamoto Earthquake

Masaru SHIMAZU¹, Yuki TANAKA¹, Miki HAYASHI² (1.崇城大学 2.元崇城大学)

[2174] Investigation of beam-column joint of Reinforced Concrete Office Damaged in the 2016 Kumamoto Earthquake

Masaya SAITO¹, Tomohisa MUKAI², Hitoshi SHIOHARA¹ (1.東京大学 2.建築研究所)

[2175] Analysis of a School Building Damaged by the 2015 Ranau Earthquake Malaysia

Taiki SAITO¹, Shugo TAKANO¹ (1.豊橋技術科学大学)

[2176] The influence of the buried length of the steel bar stopper and the amount of the rebar of girder on the fracture behavior of the stopper

Ryota KASAKURA¹, Syuntaro TODOROKI¹, Hiroyuki KUSANO¹, Takahiko NISHI² (1.鉄道総合技術研究所 2.鉄道建設・運輸施設整備支援機構)

Sessions

B.Structural & Design » Seismic retrofit / Seismic diagnosis / Earthquake damage