Papers - ISHIDA Takanori
about 41-
Cyclic behaviors of SHS columns subjected to small amplitude loading
Takanori Ishida, Yang Dong, Shoichi Kishiki, Satoshi Yamada, Takashi Hasegawa
Engineering Structures 252 2022.2 [Reviewed]
Authorship：Lead author Language：English Publishing type：Research paper (scientific journal) Joint Work
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Randy Tenderan, Takanori Ishida*, Satoshi Yamada
Engineering Structures 252 113579 2022.2 [Reviewed]
DOI Web of Science CiNii Research
Authorship：Corresponding author Language：English Publishing type：Research paper (scientific journal) Publisher：Elsevier Science Ltd. Joint Work
This study evaluates the effect of column strength deterioration caused by local buckling on the seismic per-formance of steel moment-resisting frames (SMRFs) considering multiple strong ground motions. Various SMRF models considering two main design parameters, i.e., the column width-to-thickness ratio and the column-to-beam moment capacity ratio, are analyzed by conducting an inelastic earthquake response analysis that simu-lates the occurrence of multiple strong ground motions. A column hysteretic model that takes into account the strength deterioration caused by local bucking is employed in this analysis. The numerical analysis results show that column strength deterioration may cause the shift to a weak story mechanism and weak story collapse under the excitation of multiple strong ground motions. The number of excitations that can be withstood by the structure (before collapse) varies among the models. The collapse fragility under multiple excitations is inves-tigated to find the combination of design parameters that can achieve a certain acceptable performance.
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OUTLINE OF RECONNAISSANCE OF DAMAGED STEEL SCHOOL BUILDINGS DUE TO THE 2024 NOTO PENINSULA EARTHQUAKE
KISHIKI Shoichi, IYAMA Jun, KUROSAWA Miku, NAKADA Shotaro, TATSUMI Nobuhiko, SATO Yoshiharu, ISHIDA … Show more authors
KISHIKI Shoichi, IYAMA Jun, KUROSAWA Miku, NAKADA Shotaro, TATSUMI Nobuhiko, SATO Yoshiharu, ISHIDA Takanori, MATSUMOTO Yuka, YAMADA Satoshi, SEIKE Tsuyoshi Hide authors
AIJ Journal of Technology and Design 31 ( 77 ) 264 - 269 2025.2 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan Joint Work
<p>This paper reports an outline of reconnaissance results of 74 steel school buildings including 50 gymnasiums damaged by the 2024 Noto Peninsula Earthquake. The structural, non-structural, and overall damage have been ranked based on “Standard for Post-earthquake Damage Evaluation of Damaged Buildings”. Structural damage similar to that reported in previous earthquakes was observed. On the other hand, some buildings were found to be rotated due to foundation damage. As for non-structural damage, severe damage caused by inappropriate connections was observed. However, the removal of ceilings in large spaces was indicated to be effective in reducing damage.</p>
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小振幅での水平2 方向繰り返し変形を受けるCFT 柱の耐力劣化挙動
ソ ジファン，石田孝徳，松本由香
鋼構造年次論文報告集 32 215 - 226 2024.11 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Single Work
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載荷方向に着目した角形鋼管柱の小振幅繰り返し載荷実験
渡邉航介，石田孝徳，松本由香
鋼構造年次論文報告集 32 246 - 252 2024.11 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Single Work
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Analytical study on strain vibration for a prediction method of local buckling under small amplitude loading
Takanori Ishida, Yang Dong, Shoichi Kishiki, Satoshi Yamada
12th International Symposium on Steel Structures 2023.11 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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Cyclic loading tests of CFT columns subjected to bi-directional horizontal forces with small amplitude
Takanori Ishida, Yang Dong, Shoichi Kishiki, Satoshi Yamada
12th International Symposium on Steel Structures 2023.11 [Reviewed]
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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鋼構造剛接骨組における柱の損傷と残留傾斜角の関係
伊藤 慶彦，石田 孝徳，松本 由香
鋼構造年次論文報告集 2023.11 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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Shotaro Yagi, Jun Iyama, Yoshihiro Fukushima, Takanori Ishida, Shoichi Kishiki, Tsuyoshi Seike, Sat … Show more authors
Shotaro Yagi, Jun Iyama, Yoshihiro Fukushima, Takanori Ishida, Shoichi Kishiki, Tsuyoshi Seike, Satoshi Yamada Hide authors
Journal of Earthquake Engineering 28 ( 4 ) 1109 - 1126 2023.7 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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HIROISHI Koji, ISHIDA Takanori, MASEKI Ryota, NARIHARA Hiroyuki, YAMADA Satoshi
Journal of Structural and Construction Engineering (Transactions of AIJ) 88 ( 809 ) 1220 - 1229 2023.7 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan Joint Work
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Cyclic Behaviors of SHS Columns in Low Cycle Fatigue Tests
Yang Dong, Takanori Ishida, Shoichi Kishiki, Satoshi Yamada, Takashi Hasegawa
Journal of Earthquake Engineering 27 ( 13 ) 3677 - 3704 2022.11 [Reviewed]
Authorship：Corresponding author Language：English Publishing type：Research paper (scientific journal) Joint Work
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Satoshi Yamada, Takanori Ishida
Journal of Building Engineering 48 2022.5 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Cyclic behaviors of SHS columns subjected to small inelastic cycles
Yang Dong, Takanori Ishida, Shoichi Kishiki, Satoshi Yamada, Takashi Hasegawa
11th International Symposium on Steel Structures 2021.11 [Reviewed]
Language：English Publishing type：Research paper (international conference proceedings) Joint Work
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免震鋼材ダンパーの形状変化における複雑な載荷履歴の影響
鄭 晧文，吉敷祥一，巽 信彦，石田孝徳，渡辺 厚
鋼構造年次論文報告集 2021.11 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Low Cycle Fatigue performance of SHS Columns Subjected to Small Amplitude Loading
Y. Dong, T. Ishida, S. Kishiki, S. Yamada, T. Hasegawa
鋼構造年次論文報告集 2021.11 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Inspection of U-shaped steel dampers based on residual plastic deformation, Engineering Structures
Shoichi Kishiki, Haowen Zheng, Takanori Ishida, Nobuhiko Tatsumi, Atsushi Watanabe
Engineering Structures 245 ( 245 ) 2021.10 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Shotaro YAGI, Jun IYAMA, Yoshihiro FUKUSHIMA, Shoichi KISHIKI, Takanori ISHIDA, Tsuyoshi SEIKE, Sat … Show more authors
Shotaro YAGI, Jun IYAMA, Yoshihiro FUKUSHIMA, Shoichi KISHIKI, Takanori ISHIDA, Tsuyoshi SEIKE, Satoshi YAMADA Hide authors
Journal of Structural and Construction Engineering 86 ( 788 ) 1400 - 1411 2021.10 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan Joint Work
<p> From a viewpoint of continuous use of buildings after an earthquake, it is important to understand the behavior and damage progress of non-structural elements such as dry partition wall under a large deformation owing to earthquake, and to establish a method to monitor the condition of non-structural element in a qualitative manner as well as in a quantitative manner. </p><p> In this paper, first the past studies on loading experiments for dry partition wall were summarized, showing that enough studies considering the effect of opening and the behavior of walls located away from beam location have not been done. Based on the review of past studies, a full-scale static loading test of steel moment frame with dry partition walls was performed. The specimen has two frames; one frame has a flat wall without opening and the other frame has a wall with a door opening and a corner in the frame. In the latter frame, some part of the wall is placed not directly under the beam. Static cyclic loading was applied, increasing the peak story drift up to as large as 1/33. In the experiment, visual observation was performed at each loading step. Rotation angle and vibration of the walls was also measured using MEMS acceleration sensors. </p><p> The flat wall had relatively few board cracks and other damage. However, the boards on upper layer in the center part of the wall began to rock at the loading step of a 1/100 story drift. Then at 1/50, the boards showed out-of-plane deformation and when unloading after reaching 1/33, boards fell off. </p><p> On the other hand, on the wall with the opening, a gap opening between the boards, and a crack on the L-shaped boards at the corner of the opening were observed at a relatively small story drift angle of 1/400. </p><p> Regarding the wall located away from the beam, damage was concentrated on the wall which was orthogonal to the frame and not under the beam. The wall rotated around the vertical axis, and this was thought to be due to the difference of trackability to the structure between walls. Due to this behavior, a crack at the corner of the wall was seen at the story drift angle of 1/400, and at 1/75 the upper track opened, and studs were seen to come off. </p><p> The rotation angle and the vibration of the walls were measured by MEMS acceleration sensors. The measurement result corresponded well with the damage observation. It was found from the measurement results that there were signs before damage and behavior of walls could be visually confirmed. Moreover, it was found that the vibration frequency of the damaged wall decreased (period became longer) as the loading progressed. This change may be representing the damage development in the wall. From these observations, it was confirmed that the MEMS acceleration sensor can capture small movement implying damage in partition wall in a quantitative manner, but more study should be necessary about the relationship between the measured deformation and the degree of damage and performance degradation, to utilize accelerometers for structural health monitoring of partition walls. </p>
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Takanori Ishida, Randy Tenderan, Keita Kohtaki, Shoichi Kishiki, Jun Iyama, Takashi Hasegawa, Tsuyo … Show more authors
Takanori Ishida, Randy Tenderan, Keita Kohtaki, Shoichi Kishiki, Jun Iyama, Takashi Hasegawa, Tsuyoshi Seike, Satoshi Yamada Hide authors
Engineering Structures 242 112549 2021.9 [Reviewed]
DOI Web of Science CiNii Research
Language：English Publishing type：Research paper (scientific journal) Publisher：Elsevier Sci Ltd Joint Work
A cyclic loading test of a steel moment-resisting frame (SMRF) with nonstructural components was conducted to evaluate the seismic performance of steel buildings subjected to multiple earthquakes. The specimen is a singlefloor, one-span substructure of the intermediate story of typical current middle- or low-rise steel building in Japan. Two specimens were tested. The structural systems of these two specimens were the same, but the nonstructural components attached to the steel frame were different. The light gauge steel (LGS) partition wall and the autoclaved lightweight concrete (ALC) exterior wall were used as the nonstructural components of each specimen. One typical set of loading history that corresponds to one earthquake was created based on the response analysis results, and multiple sets of loadings with various levels were loaded to consider the effect of multiple earthquakes. Based on the observed visible damages, it was found that the structural component performed well under multiple earthquakes with a maximum story drift angle less than 1/50, while for the nonstructural component, the ALC wall performed better than the LGS wall. From the obtained load-deformation relationship, it was found that the strength of the structural component and the strength contribution of the LGS wall gradually decreased when subjected to multiple earthquakes, while the strength contribution of the ALC wall fluctuates within a close range. Moreover, the elastic stiffness of the structural component subjected to multiple earthquakes was almost constant, while the stiffness contribution of the nonstructural components decreased.
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Shoichi Kishiki, Xiaoyu Yang, Takanori Ishida, Nobuhiko Tatsumi, Satoshi Yamada
Engineering Structures 243 2021.9 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Deformation capacity of 400 N/mm2 class structural steel under extremely large strains
Satoshi Yamada, Thaileang Touch, Yu Jiao, Takanori Ishida, Shoichi Kishiki
Journal of Constructional Steel Research 182 2021.7 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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中低層鋼構造ラーメン架構の崩壊機構と応答変位に対する入力方向の影響
廣石恒二，石田孝徳，欄木龍太，成原弘之，山田 哲
日本建築学会構造系論文集 ( 781 ) 491 - 500 2021.3 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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Yamada Satoshi, Shimada Yuko, Ishida Takanori, Matsumoto Yuka, Iyama Jun, Shimokawa Hiroumi, Ito Hi … Show more authors
Yamada Satoshi, Shimada Yuko, Ishida Takanori, Matsumoto Yuka, Iyama Jun, Shimokawa Hiroumi, Ito Hiroshi, Aoyagi Satoshi Hide authors
INTERNATIONAL JOURNAL OF STEEL STRUCTURES 20 ( 5 ) 1454 - 1464 2020.10 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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鉄骨骨組に取り付けた窓と扉を含むALC外壁の大変形時まで再現した実大載荷実験
八木尚太朗，清家 剛，山田 哲，石田孝徳，吉敷祥一，上瀧敬太，テンデラン ランディ
日本建築学会技術報告集 ( 64 ) 869 - 874 2020.10 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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A Concise Hysteretic Model of 590 N/mm2 Grade High Performance Steel Considering the Bauschinger Effect
Satoshi Yamada, Yu Jiao, Dong-Seok Lee, Takanori Ishida, Shoichi Kishiki
International Journal of Steel Structures 2020.9 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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水平2方向入力を受ける中低層鋼構造ラーメン架構の崩壊機構と応答変位
廣石恒二，石田孝徳，欄木龍太，成原弘之，山田 哲
日本建築学会構造系論文集 ( 771 ) 749 - 758 2020.5 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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山形鋼筋違接合部に対して方杖を付加する耐震補強構法の性能確認
前澤将男，桑田涼平，石田孝徳，吉敷祥一，薩川恵一，山田 哲
日本建築学会構造系論文集 ( 766 ) 1589 - 1599 2019.12 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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Low-cycle fatigue performance assessment of current Japanese steel beam-to-column connections determined by ductile fracture
Shoichi Kishiki, Dong-Seok Lee, Satoshi Yamada, Takanori Ishida, Yu Jiao
Engineering Structures 182 241 - 250 2019.3 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Seismic Performance of Ductile Steel Moment-Resisting Frames Subjected to Multiple Strong Ground Motions
Randy Tenderan, Takanori Ishida, Yu Jiao, Satoshi Yamada
Earthquake Spectra 35 ( 1 ) 289 - 310 2019.2 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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Experimental Study of the Low-Cycle Fatigue Behavior of a Welded Flange-Bolted Web Connection in Steel Moment-Resisting Frames
Dong-Seok Lee, Shoichi Kishiki, Satoshi Yamada, Takanori Ishida, Yu Jiao
Earthquake Spectra 34 ( 4 ) 1829 - 1846 2018.11 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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熊本地震による屋内運動場の構造被害
石田孝徳，伊山 潤，吉敷祥一，島田侑子，山田 哲，清家 剛
日本建築学会技術報告集 ( 58 ) 1313 - 1318 2018.10 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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Hysteretic Behavior of RHS Columns under Random Cyclic Loading Considering Local Buckling
Satoshi Yamada, Takanori Ishida, Yu Jiao
International Journal of Steel Structures 18 ( 5 ) 1761 - 1771 2018.5 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Single Work
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熊本地震で被災した鉄骨造文教施設の被害調査の概要
伊山 潤，松尾真太朗，吉敷祥一，石田孝徳，東 康二，城戸將江，岩下 勉，澤田樹一郎，山田 哲，清家 剛
日本建築学会技術報告集 ( 56 ) 183 - 188 2018.2 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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ボルト配置をパラメーターとした現場混用形式梁端接合部の小振幅繰り返し載荷実験
山田 哲，李 東錫，吉敷祥一，石田孝徳，三木徳人
日本建築学会構造系論文集 ( 727 ) 1541 - 1551 2016.9 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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露出型柱脚を有する鋼構造剛接骨組のDs値再評価
石田孝徳，山田 哲，久保田航平
日本建築学会構造系論文集 ( 720 ) 357 - 367 2016.2 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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総合地震シミュレータ (IES) の仮想構築モデルに導入するMSSモデルとその応用に関する基礎研究
細 政貴，飯山かほり，石田孝徳，藤田航平，山崎義弘，市村 強，Wijerathne Lalith，盛川 仁，堀 宗朗，山田 哲，坂田弘安，山中浩明，廣瀬 壮一
日本地震工学会論文集 15 ( 7 ) 295 - 305 2015.12 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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Practical Method for Damage Evaluation Based on Point Estimate Considering Uncertainty of Structural Properties
Kahori Iiyama, Masataka Hoso, Takanori Ishida, Kohei Fujita, Yoshihiro Yamazaki, Tsuyoshi Ichimura, … Show more authors
Kahori Iiyama, Masataka Hoso, Takanori Ishida, Kohei Fujita, Yoshihiro Yamazaki, Tsuyoshi Ichimura, Lalith Wijerathne, Hitoshi Morikawa, Muneo Hori, Satoshi Yamada, Hiroyasu Sakata, Hiroaki Yamanaka, Sohichi Hirose Hide authors
Applied Mechanics and Materials 802 255 - 260 2015.10 [Reviewed]
Language：English Publishing type：Research paper (scientific journal) Joint Work
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変動軸力下で水平2方向外力を受ける角形鋼管柱の履歴挙動の追跡
石田孝徳，山田 哲，島田侑子
日本建築学会構造系論文集 ( 699 ) 641 - 650 2014.5 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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ピン形式柱脚のせん断伝達能力改修工法
山田 哲，島田侑子，石田孝徳，沢田涼佑
日本建築学会構造系論文集 ( 695 ) 145 - 152 2014.1 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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一定軸力下で水平2方向外力を受ける角形鋼管柱の解析モデル
石田孝徳，山田 哲，島田侑子
日本建築学会構造系論文集 ( 691 ) 1631 - 1640 2013.9 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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一定軸力下で水平2方向外力を受ける角形鋼管柱の繰り返し載荷実験
山田 哲，石田孝徳，島田侑子，松永達哉
日本建築学会構造系論文集 ( 683 ) 203 - 212 2013.1 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work
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局部座屈を伴う角形鋼管柱の劣化域における履歴モデル
山田 哲，石田孝徳，島田侑子
日本建築学会構造系論文集 ( 674 ) 627 - 636 2012.4 [Reviewed]
Language：Japanese Publishing type：Research paper (scientific journal) Joint Work