The 40th JCI Technical Conference

Seismic general I

Wed. Jul 4, 2018 10:00 AM - 12:00 PM Room 4 (9F EX3-B)

座長:高橋良和(土木), 鈴木裕介(建築)

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[2125] Relationship between the maximum momentary energy input and the peak displacement of middle-rise existing steel reinforced concrete building with brittle members

Kenji FUJII (千葉工業大学)

[2126] Time History Response Analysis of Reinforced Concrete Frames Inducing Self-centering

Atsuya KAWASOE¹, Shinich SHIOYA² (1.鹿児島工業高等専門学校 2.鹿児島大学)

[2127] Collapse Time of Existing Reinforced Concrete Buildings

Takaya NAKAMURA¹, Daisuke IMORI² (1.新潟大学 2.明治)

[2128] Earthquake Damage Evaluation of RC Buildings considering Influence of Cyclic Loading History

Motochika ICHIKAWA¹, Kazuki TAJIMA¹, Kazuhiro NAGANUMA¹ (1.日本大学)

[2129] Flexural performance of precast concrete piles subjected to tensile or high compressive axial load

Hiromu TANAKA¹, Kazuhiko NAGASAWA², Yusuke TOSAUCHI³, Tomohisa MUKAI⁴ (1.清水建設 2.コンクリートパイル建設技術協会 3.フジタ 4.建築研究所)

[2130] Experiment and Consideration on Ultimate Shear Stress of PHC pile and PRC pile

Taiga OTAKI¹, Kazuhiko NAGASAWA², Hidekazu WATANABE³, Akihiro NAKAMURA³ (1.東京工業大学 2.コンクリートパイル建設技術協会 3.建築研究所)

[2131] Effects of Multiple Seismic Inputs on Responses of Joint-hinging Type 8-story Reinforced Concrete Frames

Fumio KUSUHARA (名古屋工業大学)

[2132] Effects of Tie Member Stiffness on stress of Joining Portion of RC Frame and Steel Roof

Tomomi FUJITA¹, Yoshihiro KIMURA², Masayuki HANDO¹ (1.仙台高等専門学校 2.東北大学)

The 40th JCI Technical Conference

Seismic general II / Seismic performance evaluation I

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

座長:牧剛史(土木), 真田靖士(建築)

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[2133] Analysis and evaluation of the horizontal load factor of stoppers in railway viaducts

Hiroyuki KUSANO¹, Shuntaro TODOROKI¹, Keita OKAMOTO¹, Toshiya TADOKORO¹ (1.鉄道総合技術研究所)

[2134] Evaluation of displacement ductility for pile head having the damage restraint joint structure which set a tie hoop densely.

Norimitsu KIMATA¹, Shuntaro TODOROKI¹, Shuji IWATA², Yusuke SUYAMA³ (1.鉄道総合技術研究所 2.東海旅客鉄道 3.鉄道建設・運輸施設整備支援機構)

[2135] Reversal cyclic loading tests and evaluation of seismic performance with shear strength of flange for RC member with hollow section

Junichi KINO¹, Tomonori ABO², Daisuke TSUKISHIMA¹ (1.東日本旅客鉄道 2.鉄建建設)

[2136] Fundamental Study on Seismic Performance Verification by using Damage Index

Kiyohisa FUKUE¹, Kazuyuki IZUNO² (1.ナレッジフュージョン 2.立命館大学)

[2137] Evaluation of Diagonal Compression Strut of Masonry Infill in RC Frames Based on Experimental Investigation

Hamood ALWASHALI¹, Yuta TORIHATA², Kiwoong JIN³, Masaki MAEDA² (1.Tohoku University 2.東北大学 3.Tohoku university)

[2138] CONTRIBUTION OF SURROUNDING RC FRAME AND MASONRY WALL IN LATERAL RESISTANCE OF MASONRY INFILLED RC FRAME

Debasish SEN¹, Hamood ALWASHALI¹, Kiwoong JIN¹, Masaki MAEDA² (1.Tohoku University 2.東北大学)

[2139] A Study of the Influence by Damaged Reinforced Concrete Shear Walls on Residual Seismic Capacity of Reinforced Concrete Building

Norihiro HOSOYA¹, Jingyue SUN¹, Kiwoong JIN¹, Masaki MAEDA¹ (1.東北大学)

[2140] Demand Spectra based on Economic Performance Evaluation of Historical Buildings considering their Seismic Retrofitting

Yusuke KATAKAI¹, Noriyuki TAKAHASHI¹, Takayoshi AOKI² (1.東北大学 2.名古屋市立大学)

[2141] Damage Mechanism of Underground RC Box Culverts with Center Column Considering Time Dependent Interaction of Structure and Soil

Kaoru YONETSU¹, Nobuhiro CHIJIWA², Satoshi TSUCHIYA¹ (1.コムスエンジニアリング 2.東京工業大学)

The 40th JCI Technical Conference

Seismic performance evaluation II

Wed. Jul 4, 2018 3:30 PM - 5:30 PM Room 4 (9F EX3-B)

座長:土屋智史(土木), 甲斐芳郎(建築)

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[2142] Relationship between the shaking amplitude and the shaking frequency of RC high-rise building due to long-period ground motion

Teppei WAKABAYASHI¹, Kazuaki HOKI¹ (1.北九州市立大学)

[2143] Damage Evaluation Method of Full Scale R/C Structural Members under Seismic Loads

Yuan ZHOU¹, Noriyuki TAKAHASHI¹ (1.東北大学)

[2144] Influence of loading ratio on crack propagation of RC structural member based on strain obtained from Digital Image Correlation

Yui NEMOTO¹, Noriyuki TAKAHASHI¹ (1.東北大学)

[2145] Damage Evaluation of High-rise RC Frame Buildings with varied plan

Kazuki KOYAMA¹, Tatsuki TSURUGA¹, Yusuke MAIDA¹, Nobuyuki IZUMI¹ (1.千葉大学)

[2146] The Lateral Load-carrying Capacity and Variable Axial Force of 10 Stories Piloti Structural RC Framework during Diagonal Earthquake

Tong ZHU¹, Nana KOJIMA¹, Yusuke MAIDA¹, Nobuyuki IZUMI¹ (1.千葉大学)

[2147] Study on damage control performance of 5-story WRC building based on three-dimensional frame experiment

Tatsuya ASAI¹, Masaomi TESHIGAWARA¹, Takashi KAMIYA², Tsutomu OHTA³ (1.名古屋大学 2.矢作建設工業 3.堀江建築工学研究所)

[2148] Estimation of collapse machanism of one-bay R/C moment resisting frame with socondary walls

Yugo MORI¹, Seiya HASHINE¹, Shinta MUKAIHARA¹, Yo HIBINO¹ (1.広島大学)

[2149] Simple Prediction Equations of Response Displacement for Low and Middle Rise R/C Structure using Average Velocity Spectrum

Yoshinori ITOU¹, Koichi KUSUNOKI¹, Makoto OGAWA¹ (1.東京大学)

Sessions

B.Structural & Design » Seismic general / Seismic performance evaluation

Seismic general I

[2125] Relationship between the maximum momentary energy input and the peak displacement of middle-rise existing steel reinforced concrete building with brittle members

[2126] Time History Response Analysis of Reinforced Concrete Frames Inducing Self-centering

[2127] Collapse Time of Existing Reinforced Concrete Buildings

[2128] Earthquake Damage Evaluation of RC Buildings considering Influence of Cyclic Loading History

[2129] Flexural performance of precast concrete piles subjected to tensile or high compressive axial load

[2130] Experiment and Consideration on Ultimate Shear Stress of PHC pile and PRC pile

[2131] Effects of Multiple Seismic Inputs on Responses of Joint-hinging Type 8-story Reinforced Concrete Frames

[2132] Effects of Tie Member Stiffness on stress of Joining Portion of RC Frame and Steel Roof

Seismic general II / Seismic performance evaluation I

[2133] Analysis and evaluation of the horizontal load factor of stoppers in railway viaducts

[2134] Evaluation of displacement ductility for pile head having the damage restraint joint structure which set a tie hoop densely.

[2135] Reversal cyclic loading tests and evaluation of seismic performance with shear strength of flange for RC member with hollow section

[2136] Fundamental Study on Seismic Performance Verification by using Damage Index

[2137] Evaluation of Diagonal Compression Strut of Masonry Infill in RC Frames Based on Experimental Investigation

[2138] CONTRIBUTION OF SURROUNDING RC FRAME AND MASONRY WALL IN LATERAL RESISTANCE OF MASONRY INFILLED RC FRAME

[2139] A Study of the Influence by Damaged Reinforced Concrete Shear Walls on Residual Seismic Capacity of Reinforced Concrete Building

[2140] Demand Spectra based on Economic Performance Evaluation of Historical Buildings considering their Seismic Retrofitting

[2141] Damage Mechanism of Underground RC Box Culverts with Center Column Considering Time Dependent Interaction of Structure and Soil

Seismic performance evaluation II

[2142] Relationship between the shaking amplitude and the shaking frequency of RC high-rise building due to long-period ground motion

[2143] Damage Evaluation Method of Full Scale R/C Structural Members under Seismic Loads

[2144] Influence of loading ratio on crack propagation of RC structural member based on strain obtained from Digital Image Correlation

[2145] Damage Evaluation of High-rise RC Frame Buildings with varied plan

[2146] The Lateral Load-carrying Capacity and Variable Axial Force of 10 Stories Piloti Structural RC Framework during Diagonal Earthquake

[2147] Study on damage control performance of 5-story WRC building based on three-dimensional frame experiment

[2148] Estimation of collapse machanism of one-bay R/C moment resisting frame with socondary walls

[2149] Simple Prediction Equations of Response Displacement for Low and Middle Rise R/C Structure using Average Velocity Spectrum