Presentations -

Effects of Torsional Vibration Caused by Eccentrically-Located Mass in Wooden Housing under Strong Ground Motion

Kazuya OKA and Masayuki KOHIYAMA

[Domestic presentation]  Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan (広島工業大学（広島県広島市）) , 

2017.09

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Oral presentation (general), Architectural Institute of Japan

Fundamental study on damage detection based on neural network using the data of shaking table experiment of a scaled steel structure

Kenta WATANABE, Masayuki KOHIYAMA, Yakuzo YAMASHITA, and Tomohiro SASAKI

[Domestic presentation]  Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan (広島工業大学（広島県広島市）) , 

2017.09

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Oral presentation (general), Architectural Institute of Japan

Proposal of Indices of Earthquake-induced Fire Damage for Risk Communication to Solve a Vacant House Problem

Yosuke KAWANISHI and Masayuki KOHIYAMA

[Domestic presentation]  Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan (広島工業大学（広島県広島市）) , 

2017.09

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Oral presentation (general), Architectural Institute of Japan

Nonlinear damping based semi-active building isolation system – an experimental study

Yunpeng Zhu, Zi-Qiang Lang, and Masayuki Kohiyama

[International presentation]  United Kingdom Automatic Control Council (2017 UKACC), 2017 PhD Showcase (The Vox Centre, Birmingham, UK) , 

2017.06

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Oral presentation (general), United Kingdom Automatic Control Council

制振構造の目標性能の説明―天井と家具・什器の観点から

KOHIYAMA MASAYUKI

[Domestic presentation]  シンポジウム制振構造の性能評価と大振幅地震動に対する挙動 (読売理工医療福祉専門学校（東京都港区）) , 

2017.03

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Symposium, workshop panel (nominated), 日本建築学会 構造委員会 振動運営委員会 建物の振動制御性能評価小委員会

岩手県と宮城県の東日本大震災被災者へのアンケート調査データに基づく生活復興感の構造分析

Tomomi HANADA, Maki DAN, and Masayuki KOHIYAMA

[Domestic presentation]  第87回日本建築学会関東支部研究発表会 (Chiyoda-ku, Tokyo) , 

2017.02

, 

Other, 日本建築学会関東支部

東日本大震災の教訓を踏まえた建築・まちづくり

KOHIYAMA MASAYUKI

[Domestic presentation]  東日本大震災合同調査報告・総集編刊行記念シンポジウム (建築会館ホール（東京都港区）) , 

2016.12

, 

Symposium, workshop panel (nominated), 東日本大震災合同調査報告書編集委員会（地盤工学会、土木学会、日本機械学会、日本建築学会、日本原子力学会、日本地震学会、日本地震工学会、日本都市計画学会）

コンクリート圧縮破壊を考慮した拡張DP材料構成則における破壊パラメータに関する検討

田川浩之，大崎 純，山下拓三，宮村倫司，小檜山 雅之

[Domestic presentation]  日本建築学会大会学術講演梗概集（九州） (福岡大学七隈キャンパス（福岡県福岡市）) , 

2016.08

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Oral presentation (general), Architectural Institute of Japan

高減衰ゴム免震支承の構造・熱伝導連成解析に関する検討

宮村 倫司，大崎 純，山下 拓三，山本 雅史，小檜山 雅之

[Domestic presentation]  日本建築学会大会学術講演梗概集（九州） (福岡大学七隈キャンパス（福岡県福岡市）) , 

2016.08

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Oral presentation (general), Architectural Institute of Japan

非対称な形状の積載物の応答を抑制する非対称な剛性・減衰の免震台の設計

渡邉 健太，小檜山 雅之

[Domestic presentation]  日本建築学会大会学術講演梗概集（九州） (福岡大学七隈キャンパス（福岡県福岡市）) , 

2016.08

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Oral presentation (general), Architectural Institute of Japan

Seismic Response Analysis of a Medium-Rise Reinforced Concrete Building Using a Detailed Finite Element Model

Yamashita, T., Miyamura, T., Ohsaki, M., Tagawa, H., and Kohiyama, M.

[International presentation]  The 12th World Congress on Computational Mechanics and the 6th Asia-Pacific Congress on Computational Mechanics (WCCM XII & APCOM VI) (Seoul, Republic of Korea) , 

2016.07

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Oral presentation (general), The International Association for Computational Mechanics (IACM) and the Korean Society for Computational Mechanics (KSCM)

Detailed Finite Element Analysis of Concrete-Filled-Tube Column using E-Simulator with Extended Drucker-Prager Model considering Tension Crack and Compressive Damage in Concrete

Tagawa, H., Ohsaki, M., Yamashita, T., Miyamura, T., and Kohiyama, M.

[International presentation]  The 12th World Congress on Computational Mechanics and the 6th Asia-Pacific Congress on Computational Mechanics (WCCM XII & APCOM VI) (Seoul, Republic of Korea) , 

2016.07

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Oral presentation (general), The International Association for Computational Mechanics (IACM) and the Korean Society for Computational Mechanics (KSCM)

Coupled Structural and Heat Conduction Analysis of Laminated High Damping Rubber Bearing for Building Frame

Miyamura, T., Ohsaki, M., Yamashita, T., and Kohiyama, M.

[International presentation]  The 12th World Congress on Computational Mechanics and the 6th Asia-Pacific Congress on Computational Mechanics (WCCM XII & APCOM VI) (Seoul, Republic of Korea) , 

2016.07

, 

Oral presentation (general), The International Association for Computational Mechanics (IACM) and the Korean Society for Computational Mechanics (KSCM)

E-Simulatorによる引張ひび割れと圧縮破壊を考慮した拡張DP材料構成則を用いたCFT柱の詳細有限要素解析

Hiroyuki Tagawa, Makoto Ohsaki, Takuzo Yamashita, Tomoshi Miyamura, and Masayuki Kohiyama

[Domestic presentation]  第21回計算工学講演会 (朱鷺メッセ：新潟コンベンションセンター（新潟県新潟市）) , 

2016.06

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Oral presentation (general), 日本計算工学会

吊元の応答加速度を地震動指標として用いた天井被害関数

Masayuki KOHIYAMA

[Domestic presentation]  第86回日本建築学会関東支部研究発表会 (Chiyoda-ku, Tokyo) , 

2016.03

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Oral presentation (general), 日本建築学会関東支部

いわき市における統計データとアンケート調査データに基づく東日本大震災被災者の生活復興感の構造分析

Daisaku NISHIYAMA, Maki DAN, and Masayuki KOHIYAMA

[Domestic presentation]  第86回日本建築学会関東支部研究発表会 (Chiyoda-ku, Tokyo) , 

2016.03

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Oral presentation (general), 日本建築学会関東支部

震源断層位置の不確定性を考慮した断層近傍の木造建物の地震リスク

中原 悠智，小檜山 雅之

[Domestic presentation]  日本地震工学会大会－2015 (東京大学生産技術研究所（東京都目黒区）) , 

2015.11

, 

Poster presentation, 日本地震工学会

Improvement of Performance Objectives for a Semi Actively Controlled Base-Isolated Building

Kohiyama, M. and Wakayama, S.

[International presentation]  Collaborative Conference on Earthquake Science and Engineering (CCESE 2015) (Chengdu, China) , 

2015.09

, 

Oral presentation (invited, special)

　View Summary

We compared the damage occurrence probabilities for two control designs, specifically, 1) minimizing the response to the design ground motions having a particular level of ground motion intensity (the conventional approach) and 2) minimizing the probability of damage occurrence (the proposed approach). The damage occurrence probability is calculated using a seismic hazard curve and a fragility curve. The fragility curves for the above two control designs were formulated based on the time-history response analysis using design ground motions with a wide range of ground motion intensities. As a result, while the former probability was 0.55% (the conventional approach), the latter probability was 0.44% (the proposed approach) thus clearly showing the improved performance. In addition, we confirmed that the proposed approach produces a smaller probability even when the structural parameters are changed from the initial design values.

鋼構造骨組の実大震動台実験の多点計測データを用いたE-Simulatorによる解析結果の詳細分析

山下 拓三，宮村 倫司，大崎 純，小檜山 雅之

[Domestic presentation]  日本建築学会大会学術講演梗概集（関東） (東海大学湘南キャンパス（神奈川県平塚市）) , 

2015.09

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Oral presentation (general), Architectural Institute of Japan

RC骨組建物のソリッド要素による詳細有限要素モデルの構築

Takuzo Yamashita, Tomoshi Miyamura, Makoto Ohsaki, Hiroyuki Tagawa, and Masayuki Kohiyama

[Domestic presentation]  第20回計算工学講演会 (つくば国際会議場（茨城県つくば市）) , 

2015.06

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Oral presentation (general), 日本計算工学会