研究者詳細 - 石田　孝徳

論文 - 石田　孝徳

件数 41 件

Cyclic behaviors of SHS columns subjected to small amplitude loading

Takanori Ishida, Yang Dong, Shoichi Kishiki, Satoshi Yamada, Takashi Hasegawa

Engineering Structures 252 2022年2月 [査読有り]

担当区分：筆頭著者記述言語：英語掲載種別：研究論文（学術雑誌）共著

Effect of Column Strength Deterioration on the Performance of Steel Moment-Resisting Frames Subjected to Multiple Strong Ground Motions

Randy Tenderan, Takanori Ishida*, Satoshi Yamada

Engineering Structures 252 113579 2022年2月 [査読有り]

DOI Web of Science CiNii Research

担当区分：責任著者記述言語：英語掲載種別：研究論文（学術雑誌）出版者・発行元：Elsevier Science Ltd. 共著

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.

令和6年（2024年）能登半島地震にて被災した鉄骨造文教施設の被害調査の概要

吉敷祥一, 伊山潤, 黒澤未來, 仲田章太郎, 巽信彦, 佐藤恵治, 石田孝徳, 松本由香, 山田哲, 清家剛

日本建築学会技術報告集 31 ( 77 ) 264 - 269 2025年2月 [査読有り]

DOI CiNii Research

記述言語：日本語掲載種別：研究論文（学術雑誌）出版者・発行元：一般社団法人日本建築学会共著

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.

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年11月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）単著

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年11月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）単著

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年11月 [査読有り]

記述言語：英語掲載種別：研究論文（国際会議プロシーディングス）共著

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年11月 [査読有り]

担当区分：筆頭著者記述言語：英語掲載種別：研究論文（国際会議プロシーディングス）共著

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年11月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

Damage detection in ALC exterior walls in steel structural frames subjected to earthquakes using acceleration sensors

Shotaro Yagi, Jun Iyama, Yoshihiro Fukushima, Takanori Ishida, Shoichi Kishiki, Tsuyoshi Seike, Sat … 全著者表示

Journal of Earthquake Engineering 28 ( 4 ) 1109 - 1126 2023年7月 [査読有り]

DOI Web of Science

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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建物規模の影響

廣石恒二, 石田孝徳, 欄木龍大, 成原弘之, 山田哲

日本建築学会構造系論文集 88 ( 809 ) 1220 - 1229 2023年7月 [査読有り]

DOI CiNii Research

記述言語：日本語掲載種別：研究論文（学術雑誌）出版者・発行元：日本建築学会共著

This paper presented an analytical study on elasto-plastic seismic response of low and middle-rise steel moment frames composed of square steel tubular columns and H-shaped steel beams under horizontal bi-directional excitation. The analysis assumed three-dimensional frame considering realistic structural behavior such as deterioration after maximum strength. Based on the analysis results, how to address the issues in current seismic design in Japan, where plane frame under uni-directional load has been generally assumed, is proposed.

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年11月 [査読有り]

DOI Web of Science

担当区分：責任著者記述言語：英語掲載種別：研究論文（学術雑誌）共著

Collapse behavior of weak column type steel moment resisting frames built with square hollow section columns subjected to bi-directional horizontal ground motion

Satoshi Yamada, Takanori Ishida

Journal of Building Engineering 48 2022年5月 [査読有り]

DOI Web of Science

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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年11月 [査読有り]

記述言語：英語掲載種別：研究論文（国際会議プロシーディングス）共著

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年11月 [査読有り]

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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年11月 [査読有り]

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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年10月 [査読有り]

DOI Web of Science

記述言語：英語掲載種別：研究論文（学術雑誌）共著

鉄骨骨組に取り付けられた乾式間仕切り壁の大変形時における損傷と加速度計による傾斜計測を用いたその検出の可能性

八木尚太朗，伊山潤，福島佳浩，吉敷祥一，石田孝徳，清家剛，山田哲

日本建築学会構造系論文集 86 ( 788 ) 1400 - 1411 2021年10月 [査読有り]

DOI CiNii Research

記述言語：日本語掲載種別：研究論文（学術雑誌）出版者・発行元：日本建築学会共著

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. 　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. 　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. 　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. 　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. 　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.

Experimental study on full-scale steel moment-resisting frames with nonstructural walls subjected to multiple earthquakes

Takanori Ishida, Randy Tenderan, Keita Kohtaki, Shoichi Kishiki, Jun Iyama, Takashi Hasegawa, Tsuyo … 全著者表示

Engineering Structures 242 112549 2021年9月 [査読有り]

DOI Web of Science CiNii Research

記述言語：英語掲載種別：研究論文（学術雑誌）出版者・発行元：Elsevier Sci Ltd 共著

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.

Experimental study of concrete breakout failure mechanism in an exposed column base with a foundation beam

Shoichi Kishiki, Xiaoyu Yang, Takanori Ishida, Nobuhiko Tatsumi, Satoshi Yamada

Engineering Structures 243 2021年9月 [査読有り]

DOI Web of Science

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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年7月 [査読有り]

DOI

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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年3月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

Experimental Study of the Ductility of a Submerged Arc Welded Corner Joint in a High-Performance Steel Built-Up Box Column

Yamada Satoshi, Shimada Yuko, Ishida Takanori, Matsumoto Yuka, Iyama Jun, Shimokawa Hiroumi, Ito Hi … 全著者表示

INTERNATIONAL JOURNAL OF STEEL STRUCTURES 20 ( 5 ) 1454 - 1464 2020年10月 [査読有り]

DOI Web of Science

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年10月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年9月 [査読有り]

DOI

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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年5月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年12月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年3月 [査読有り]

DOI

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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年2月 [査読有り]

DOI

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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年11月 [査読有り]

DOI

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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年10月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年5月 [査読有り]

DOI

記述言語：英語掲載種別：研究論文（学術雑誌）単著

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年2月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年9月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年2月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年12月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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, … 全著者表示

Applied Mechanics and Materials 802 255 - 260 2015年10月 [査読有り]

DOI

記述言語：英語掲載種別：研究論文（学術雑誌）共著

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年5月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年1月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年9月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年1月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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年4月 [査読有り]

記述言語：日本語掲載種別：研究論文（学術雑誌）共著

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