Organization
Faculty of Environmental and Urban Engineering Professor
Title
Professor
Contact information
External link
MATSUDA,Satoshi
Degree
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Doctor of Engineering ( 2002.9 )
Research Areas
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Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Structure engineering and earthquake engineering
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Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Building structures and materials
Education
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Kyoto University Graduate School, Division of Engineering
- 1995
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Kyoto University Faculty of Engineering
- 1989
Country： Japan
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Kyoto University Graduate School, Division of Engineering
1995
Country： Japan
Professional Memberships
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Architectural institute of Japan
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Japan Association for Earthquake Engineering
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the Seismological Society of Japan
Papers
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断層モデルによるランダム地震動の作成と建屋の非線形応答解析 統計的RMS法による建屋の非線形応答解析 その２
中野 富夫, 松田 敏
日本建築学会構造系論文集 780, 189-199 2021.2
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軟化型Bouc-Wenモデルの1質点系ランダム応答解析と最大応答予測 Reviewed
松田 敏
構造工学論文集 Vol.66B, 415-421 2020.3
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任意形状スペクトルを有する地震動の確率的応答評価 Reviewed
中野 富夫, 松田 敏
JCOSSAR 201９論文集 Vol.9 133-139 2019.10
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任意形状スペクトルを有するランダム地震動に対する非線形応答解析－統計的RMS法による建築物の非線形応答解析 その1－ Reviewed
中野 富夫, 松田 敏
日本建築学会構造系論文集 757, 331-341 2019.3
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残留変位に着目したバイリニア型復元力特性を有する多層構造物の非定常ランダム応答解析 Reviewed
松田敏
日本建築学会構造系論文集 710, 551-560 2015.4
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残留変位に着目したバイリニア1質点系の非定常ランダム応答解析 Reviewed
松田敏
構造工学論文集 60B, 387-392 2014.3
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弾塑性構造物の非定常ランダム応答解析 Reviewed
松田敏
日本建築学会構造系論文集 682,1845-1851 2012.12
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Maxwell型粘性ダンパーを有する構造物の統計的等価減衰定数に基づく最適設計 Reviewed
松田 敏
日本建築学会構造系論文集 No. 667, 1649-1657 2011.9
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最大応答の期待値および標準偏差に関する統計的評価法 Reviewed
中野 富夫, 松田 敏
構造工学論文集 Vol. 54B, 21-218 2008.4
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MATSUDA Satoshi
Journal of Structural and Construction Engineering (Transactions of AIJ) No.614, 23-28 ( 614 ) 23 - 28 2007.4
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MATSUDA Satoshi, KAWANO Masahiro, ASANO Koichiro
Journal of Structural and Construction Engineering (Transactions of AIJ) 593 ( 593 ) 59 - 64 2005
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MATSUDA Satoshi, KAWANO Masahiro, ASANO Koichiro
Journal of Structural and Construction Engineering (Transactions of AIJ) 584 ( 584 ) 43 - 49 2004
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S造・RC造構造物の地震信頼性解析 Reviewed
三宅真司郎, 松田 敏, 浅野幸一郎
日本建築学会構造系論文集 556 2002
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Verification of predicted non-linear site response during the 1995 Hyogo-Ken Nanbu earthquake
M Kawano, K Asano, H Dohi, S Matsuda
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING 20 ( 5-8 ) 493 - 507 2000.12
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KANEKO Shuhei, MATSUDA Satoshi, ASANO Koichiro
Journal of Structural and Construction Engineering (Transactions of AIJ) 499 ( 530 ) 29 - 36 2000
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Simultaneous Simulation Test Against Ground Motions Observed at Some Sites During The Hyogoken-Nanbu Earthquake of January 17,1995 Reviewed
M.Kawano, H.Dohi, MATSUDA Satoshi
Jarnal of Structural and Construction Engineering 499号53-60頁 53 - 60 1997
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SEISMIC RESPONSE OF 3-DIMENSIONAL ALLUVIAL DEPOSIT WITH IRREGULARITIES FOR INCIDENT WAVE MOTION FROM A POINT-SOURCE
M KAWANO, S MATSUDA, K TOYODA, J YAMADA
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA 84 ( 6 ) 1801 - 1814 1994.12
Presentations
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免震建物の微少振幅時固有振動数の振幅依存性について
酒井 禎, 松田 敏
2022.7
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短時間フーリエ変換に基づく非定常入力地震動の表現とランダム応答解析
山本 怜生, 松田 敏
2022.7
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短時間フーリエ変換に基づく入力地震動の非定常パワースペクトルモデルとその応用
山本 怜生, 松田 敏
2022.6
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部分空間法による大阪北部地震前後における関西大学実験棟の振動特性評価
前 皓介, 松田 敏
2021.7
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部分空間法に基づく関西大学第５実験棟の振動特性評価
前 皓介, 松田 敏
2021.6
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Maximum Response of Bouc-Wen Hysteretic System under Non-stationary Random Excitations
MATSUDA,Satoshi
2020.9
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強震及び微動に基づく関西大学第5実験棟の振動特性評価
池本 昇平, 松田 敏
2020.7
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軟化型Bouc-Wenモデルの非等価線形化ランダム応答解析
桑迫 琢磨, 松田 敏
2020.7
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Bouc-Wen型履歴モデルの透過線形化を用いない非線形ランダム応答解析
桑迫 琢磨, 松田 敏
2020.6
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関西大学実験棟の振動特性評価～強震および微動に基づく各種手法の比較～
池本 昇平, 松田 敏
2020.6
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非定常入力を受けるバイリニア型1質点系の統計的等価減衰定数
窪田将大, 松田敏
日本建築学会大会学術講演梗概集 2018
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パルス性地震動を受ける多層構造物のランダム応答解析
窪田将大, 松田敏
日本建築学会大会学術講演梗概集 2017.7
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パルス性地震動に対する構造物の非定常ランダム応答解析
窪田将大, 松田敏
日本建築学会近畿支部研究報告集 2017.6
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統計的等価減衰定数に基づく多層連結制振の最適減衰係数
松田敏, 張子龍
日本建築学会大会学術講演梗概集 2016.8
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ランダム応答解析に基づく多層構造物連結制振の最適設計
張子龍, 松田敏
日本建築学会近畿支部研究報告集 2016.6
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ランダム応答解析に基づく連結制振構造の最適設計
張子龍, 松田敏
日本建築学会大会学術講演梗概集 2015.9
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中央差分法に基づくバイリニア型復元力特性を有する1質点系の非定常ランダム応答解析
西井祐一, 根津達也, 松田敏
日本建築学会大会 2013.8
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A Study on Characteristics of Ground Motion during the 2011 Off the Pacific Coast of Tohoku Earthquake
H. Dohi, K. Yoshida, S. Matsuda, M. Kawano
15th World Conference on Earthquake Engineering 2012.9
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Optimum Design of Maxwell-type Damper System Based on Stochastically Equivalent Damping Factor
S. Matsuda
15th World Conference on Earthquake Engineering 2012.9
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バイリニア1質点系の等価線形化に基づく地震信頼性解析
根津 達也, 松田 敏
日本建築学会大会学術講演梗概集 2011.8
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統計的等価減衰定数に基づくMaxwell型粘性ダンパーの最適減衰係数（その1）1質点系モデル
櫻井 一成, 松田 敏
日本建築学会大会学術講演梗概集 2011.8
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統計的等価減衰定数に基づくMaxwell型粘性ダンパーの最適減衰係数（その2）多質点系モデル
松田 敏, 櫻井 一成
日本建築学会大会学術講演梗概集 2011.8
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遺伝的アルゴリズムによる統計的ランダム入力地震動モデルの作成
櫻井 一成, 松田 敏
第13回日本地震工学シンポジウム 2010.11
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最尤法と遺伝的アルゴリズムによる地震動スペクトルの回帰モデルの作成
櫻井 一成, 松田 敏
日本建築学会大会学術講演梗概集 2010.9
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計測震度を指定したランダム入力地震動モデルの作成
八木 宏幸, 松田 敏
日本建築学会大会学術講演梗概集 2010.9
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AIC評価に基づく地震動スペクトルの最適回帰モデル
櫻井 一成, 松田 敏
日本建築学会近畿支部研究報告集 2010.6
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定尺材の有効利用を企図した2種の木造通し柱仕口の引張性能に関する実験的研究 : (その2) 降伏理論式とFEM解析による検討
山本 浩平, 中山 雄貴, 松田 敏
日本建築学会大会学術講演梗概集 2009.8
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定尺材の有効利用を企図した2種の木造通し柱仕口の引張性能に関する実験的研究 : (その1) 引張試験の概要と結果
中山 雄貴, 山本 浩平, 松田 敏
日本建築学会大会学術講演梗概集 2009.8
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木造通し柱仕口の引張性能に関する実験的研究 : 雇いほぞ差し込栓2本打ちと埋め込み型連結金物を用いた仕口について
山本 浩平, 中山 雄貴, 平井 厚史, 松田 敏
日本建築学会近畿支部研究報告集 2009.6
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Stochastic Method to Evaluate Maximum Response Value for SDOF Excited by Input Motion Expressed as Arbitrary Shape Spectrum
NAKANO Tomio, MATSUDA Satoshi
2008.10
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A regression Model for Estimating Power Spectral Density Function of Ground Acceleration
MATSUDA Satoshi
2008.10
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Maxwell型ダンパを有する質点系のエネルギー応答
松田 敏
日本建築学会大会学術講演梗概集 2008.9
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ランダム入力地震動モデルの距離減衰式と地震入力エネルギーの評価 : その1. 距離減衰式の作成
高松 謙伍, 榎田 竜太, 松田 敏
日本建築学会大会学術講演梗概集 2007.8
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ランダム入力地震動モデルの距離減衰式と地震入力エネルギーの評価 : その2. 距離減衰式の検証
榎田 竜太, 高松 謙伍, 松田 敏
日本建築学会大会学術講演梗概集 2007.8
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ランダム入力地震動モデルによる地震入力エネルギースペクトルの距離減衰式
榎田 竜太, 高松 謙伍, 松田 敏
日本建築学会近畿支部研究報告集 2007.6
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Theoretical Evaluation of Attenuation Relationship in Distance for Ground Motion
H.Dohi, M.Kawano, K.Asano, MATSUDA Satoshi
13th World Conference on Earthquake Engineering (13WCEE) 2004
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Propagator Matrix for Elastic Wave Field in Generalized Coordinates
MATSUDA Satoshi, M.Kawano, K.Asano
International Symposium on Network and Center-Based Research for Smart Structures Technologies and Earthquake Engineering (SE04) 2004
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A Simple Geometrical Index Characterizing Ground Motions in Various Shapes of Alluvial Valleys
MATSUDA Satoshi, M.Kawano, K.Asano
13th World Conference on Earthquake Engineering (13WCEE) 2004
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Response Prediction of Base Isolated Building and High-Rise Building for Great Events using Ground Motion Model
H.Dohi, M.Kawano, K.Asano, MATSUDA Satoshi
Structural Engineers World Congress (SEWC2002) 2002
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Response Prediction of Base Isolated Building by Ground Motion Model for Great Event
M.Kawano, H.Dohi, MATSUDA Satoshi
12th European Conference on Earthquake Engineering 2002
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Response prediction of building structure for great event using ground motion model
M.Kawano, K.Asano, H.Dohi, MATSUDA Satoshi
10th International COnference on Soil Dynamics and Earthqake Engineering 2001
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Seismic Analysis of Integrated Whole System with Source, Propagation Path and Structure
M.Kawano, H.Dohi, MATSUDA Satoshi
12th World Conference on Earthquake Engineering 2000
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Non-liner Site Response during the 1995 Hyogo-ken Nanbu Earthquake
M.Kawano, K.Asano, H.Dohi, MATSUDA Satoshi
9th International Conference on Soil Dynamics and Earthquake Engineering 1999
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Study on Ground Motion above Source Region during the 1995 Hyogo-ken Nanbu Earthquake
M.Kawano, H.Dohi, MATSUDA Satoshi
11th European Conference on Earthquake Enginnering 1998
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Structural Response Based on Ground Motion Model with Consideration of Heterogeneous Slip Distribution on Fault Plane
M.Kawano, K.Asano, H.Dohi, MATSUDA Satoshi
10th Earthquake Engineering Symposium 1998
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Stochastic Modeling Approach on Source Process
M.Kawano, K.Asano, H.Dohi, MATSUDA Satoshi
10th Earthquake Engineering Symposium 1998
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Simultaneous simulation test against observed ground motions of the 1995 Hyogo-ken Nanbu Earthquake on the basis of wave propagation in multi-layered half space
M.Kawano, H.Dohi, MATSUDA Satoshi
2nd International Symposium of the Effect of Surface Geology on Seismic Motion 1998
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Response Spectra of Ground Motion above Earthquake Fault
M.Kawano, H.Dohi, MATSUDA Satoshi
11th world Conference on Earthquake Engineering 1996
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A Study on Ground Motion for Seismic Design Based on Wave Propagation Theory and Source Dynamics
M.Kawano, H.Dohi, MATSUDA Satoshi
11th world Conference on Earthquake Engineering 1996
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A Study of Seismic Internsity in the Kanto Plain by Ground Motion Model
M.Kawano, H.Dohi, MATSUDA Satoshi
5th International conference on Seismic zonation 1995
Research Projects
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質量可変型回転慣性質量ダンパーを用いた応答変位・加速度を共に低減する免震技術開発
Grant number：21H01483 2021.4 - 2024.3
日本学術振興会 科学研究費助成事業 基盤研究(B)
池永 昌容, 五十子 幸樹, 榎田 竜太, 松田 敏
Grant amount：\16900000 （ Direct Cost: \13000000 、 Indirect Cost：\3900000 ）
初年度である2021年度は、以下2項目について研究成果が出た。
（a）可変質量ダンパーの制振性能に対するメカニズム解明（数値解析）
図3で示した構造物の応答倍率曲線と入力地震動のパワースペクトル密度の関係について考察を加えるとともに、D.M.と支持部材によって構成される付加振動系と構造物との関係性を振動モードから考察する。また時々刻々の性能変化応答を分析して制振性能を解明し、その知見を利用して質量可変ダンパーの設計法構築をめざした。解析結果に基づく分析の結果、免震層変位の抑制と上部構造の加速度応答抑制を設計段階ごとに分離して考える設計手法を提案することができ、その設計手法の妥当性と種々の地震動に対する有効性を確認することができた。さらに、既往の制御理論を利用した簡易なダンパーパラメータ決定方法の構築にも言及することができ、2つの設計式から従来のダンパーよりも免震効果が高い設計が可能であることを示した。
（b）ダンパー単体の動的加力実験
項目(a)の結果をふまえて質量可変ダンパーを用いた動的加力実験で本ダンパーの実用化に向けた課題抽出と改善方法を模索した。質量可変ダンパーは次年度に製作予定であったが、既存の装置を参考に新しいダンパーを短時間で設計することができたため、これを用いて2022年度に予定していたダンパー単体動的加力実験の一部を前倒しした。その結果、質量可変性能を確認するに至ったが、同時に実験装置の問題点を明らかにすることもできたため、2022年度に実験装置自体の改修を行う。 -
Stochastic Random Input Ground Motion Model and its Applications
Grant number：21560603 2009 - 2011
Japan Society for the Promotion of Science Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (C)
MATSUDA Satoshi, SUZUKI Sanshiro
Grant amount：\1950000 （ Direct Cost: \1500000 、 Indirect Cost：\450000 ）
The purpose of this study is to develop a new regression model for the power spectral density function(PSDF) and the effective duration of input ground motions. The PSDF is expressed as that of the pseudo-acceleration response of a single-degree-freedom system under a white noise excitation. The regression analysis for the model parameters of the PSDF and the duration are carried out by using the genetic algorithm and the maximum likelihood method. Then, the effectiveness of the obtained regression model are investigated and demonstrated in various applications.
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Study on Estimations of Earthquake Ground motion models and Damage Preventions of Building Structures in Kansai Area
Grant number：17560524 2005 - 2006
Japan Society for the Promotion of Science Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (C)
ASANO Koichiro, SUZUKI Sanshiro, MATSUDA Satoshi
Grant amount：\3300000 （ Direct Cost: \3300000 ）
The summaries of this title of project are as follows :
(1) A database has been build from the strong ground motion seismograms recorded at Kansai University. The database is used to investigate the structural response characteristics of several types of real buildings such as a steel building, a reinforced concrete building, and a base-isolated building. For reasonable response estimation of base-isolated buildings under excitation of long-period ground motion with long duration but small amplitude, it is shown to be necessary to consider the hysteretic characteristics in small deformations of the base isolation system.
(2) A new simple model for power spectral density function (PSDF) of ground acceleration is proposed to improve the conventional models in the ability of expressing their low-frequency spectral components. The attenuation relation for the new PSDF model is derived through regression analysis. Based on the attenuation model, earthquake input energy for building structures is estimated as a function with respect to magnitude, hypocentral distance, and Vs30 of surface soil layers.
(3) It is clarified that the relationship between the stiffness calculated from the wall quantity and the total stiffness of 2D wooden framed houses, Nagaya. Based on the maximum velocity values of earthquake motions and damage levels, it is concluded that the stiffness of the houses must be 4 to 6 times greater than the stiffness calculated by the wall quantity based on certain criteria ; i.e. the stiffness factor λ=4-6.
(4)The effect of wall quantity variation of the orthogonal direction on the vibration control is examined. It is found that the displacement and the acceleration responses of the Nagaya single model are larger than that of the quadric one, therefore pulling down of Nagaya consisted of several houses leads to the bad amenity during earthquake. When the wall quantity of the models has one and half times as much as the other eccentric direction one, torsional vibration would be rarely caused. -
一般座標系による3次元任意形状不整形地盤の地震応答解析
Grant number：15710140 2003 - 2005
日本学術振興会 科学研究費助成事業 若手研究(B)
松田 敏
Grant amount：\1600000 （ Direct Cost: \1600000 ）
1.半楕円体状不整形地盤モデルに対して,代数に生成した非直交の初期格子を逐次改良することにより「部分的に直交する一般座標系」,即ち「深さ」方向の座標曲線が他の2つの座標曲線と直交する座標系を生成し,リカッチ法を適用することによって地震応答解析を実施した。そして,3次元境界要素法による解析との比較により,その精度について検討を加えた。不整形地盤の応答特性において特に重要な意味を持つ長周期領域では概ね良好な結果が得られた。解析精度および適用範囲(有効帯域)は採用する一般座標系の密度,均質性に強く依存するのに対して,未だ一般座標系の生成過程でこれらの属性を任意にコントロールすることは難しい。従って,広帯域の解析を実現するためには,十分に密な座標系(格子)を採用し,付随する大規模な演算を効率的に行うための解析上のさらなる工夫が必要である。
2.2次元,3次元不整形地盤の内部で生成される表面波に注目し,その分散性において等価な平行2層地盤の層厚(等価層厚)をもって,不整形地盤の幾何学的形状が地震応答特性に及ぼす影響を定量化した。等価層厚は外部半無限地盤の不整形地盤に対する拘束の強さに関係し,等価層厚が大きい程拘束が弱く,表面波のエアリー相が長周期側に遷移し,結果として優勢な表面波が生成されることを示した。また,直達波と表面波の干渉として,不整形地盤内の増幅特性の複雑な空間分布を簡易に説明できることを示した。
3.レーリー・リッツ法により任意形状不整形地盤の固有振動数,固有振動モードを高精度で評価できることを示した。そして,不整形地盤から外部地盤への波動逸散効果を,不整形地盤内の媒質の減衰の効果として導入することにより,モーダル・アナリシスを展開し,不整形地盤の増幅特性を簡易に評価できることを示した。 -
Seismic Damage Prediction and Control in Urban Region Based on Integrated Whole System with Source and Propagation Path and Structure
Grant number：12450226 2000 - 2002
Japan Society for the Promotion of Science Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B)
KAWANO Masahiro, MATSUDA Satoshi, ASANO Koichiro
Grant amount：\11900000 （ Direct Cost: \11900000 ）
(1) Structural responses of base isolated buildings and high-rise buildings were predicted on the basis of the ground motion models for the next four great events in Japan: the Minami Kanto Earthquake, the Tokai Earthquake, the Nobi Earthquake and the Yamasaki Earthquake. The prediction results indicate that the ground motion and building structural response are mainly described by the focal distance, geometric relation between site and source, site geological structure, asperity strength and distribution on the fault plane, and source directivity effect.
(2) The ground motions in various shapes of alluvial valleys were computed by using a new hybrid method of Riccati equation approach for the wave field inside the basin and the direct BEM for the rest. And we introduced and defined an equivalent flat layer model. The thickness of the surface flat layer was determined so that the theoretical dispersion curve of the surface wave in the flat layer fitted best the one in the alluvial valley. An examination of various cases indicates that complicated amplification patterns induced in alluvial valleys are simply and essentially explained by interference phenomena among the direct wave and the surface waves generated on the valley edges with phase velocities evaluated from the equivalent flat layer model.
(3) We developed an analytical approach to estimating an overall seismic reliability or hazardness of structures based on the earthquake excitation model predicted for Osaka city area. And some numerical examples were given to am overall seismic reliability or hazardness of steel and reinforced concrete building structures in Osaka city area. Furthermore, in order to examine the applicability or validity of the developed seismic reliability analysis, a comparison was made between the analytical reliability and the damage magnitude for the 1995 Hyogo-ken Nanbu Earthquake. -
Earthquake dameage prediction of wooden houses in Oska basin subjected to strong ground motions obtained with the consideration of the source characteristics
Grant number：11650601 1999 - 2001
Japan Society for the Promotion of Science Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (C)
SUZUKI Sanshiro, INOUE Ryuji, MATSUDA Satoshi, ASANO Koichiro
Grant amount：\3700000 （ Direct Cost: \3700000 ）
The research results of this project title are summarized as follows:
1. Strong ground motion and ground condition characteristics were estimated based on the recorded accelerograms on the rock site of the Osaka northern area
2. Strong ground motions on the surface were generated for SH waves using the stochastic amplification technique
3. Ground motions for SH wave were estimated introducing the Riccati method to the seismic response analysis of alluvial valley with irregular boundaries
4. The random input ground motion models were shown using the parameters, which prescribe the non-stationary processes on the basis of the recorded ground motions
5. The reiationship between the restoring force models and earthquake damage modes of wooden houses was examined using the typicai recorded strong ground motions.
6. Earthquake response characteristics were shown of wooden-framed houses with the restoring force characteristics having both hysteretic and slip types and with the non-linear rotational springs at the top and the bottom of the columns
7. The relationship between the horizontal stiffiless on the basis of the wall-ratio of the wooden house and the stifihess of the non-structural factor was made clear, and the total stiffiless ofthe house couid be estimated
8. Optimum seismic response control of structural systems was, estimated in case of the Maxwell-type non-linear viscous damper. It have been recognized that this system will be able to be applied to wooden houses
9. The wall arrangement affects the torsional oscillation of wooden houses. The fundamental data couid be gotten on the good wall arrange and the design to control the tosional oscillation
10. It is shown that the earthquake damage will be able to be predicted from the earthquake response analysis results of wooden houses for the various levels ofthe input ground motions -
Seismic reliability analysis of structural systems based on random ground motion model considering fault rupture process
Grant number：09650642 1997 - 1998
Japan Society for the Promotion of Science Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (C)
ASANO Koichiro, MATSUDA Satoshi, SUZUKI Sanshiro
Grant amount：\3000000 （ Direct Cost: \3000000 ）
(1)Seismic source parameters reflecting the regional seismic activity were extracted from the regression analysis of seismograms recorded at Kansai University campus. Using these parameters, ground motions of hypothetical strong earthquakes in Kansai area were estimated by the weighted superposition of shorter period ground motion models generated by the stochastic method.
(2)Seismic ground motions were synthesized from source functions expressed as the stochastic process reflecting local inhomogeneity on the fault plane and the Green's functions. For validation, the simulation tests were carried out against the Hyogo-ken Nanbu Earthquake.
(3)The relationship between the rupture propagation on the fault plane and the directivity effect was investigated through the analysis of the isochron. The non-stationary spectrum of ground motion model was expressed as the product of two kinds of spectra : one is a wave function given by the integral of the slip along the isochron and the other is a slip time function expressed by the stochastic process.
(4)Damage probability of wooden houses in the Nagata-ku during the Hyogo-ken Nanbu Earthquake was estimated based on the yielding seismic coefficients and the engineering seismic coefficients calculated on the dynamic response analysis. For validation, the estimation was compared with the damage ratio given by the field survey.
(5)From two viewpoints of preservation of seismic safety and improvement of comfortability, the optimum parameters of the damper attached to the structural system were determined based on the random response analysis. The efficiency of the optimum damper was examined through the simulation analysis using the recorded seismograms.
(6)The dynamic stability of base-isolated structures excited by horizontal plus vertical ground motions was examined based on the axial force response of the base isolation story.
Social Activities
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International Symposium on Networ and Center-Based Research for Smart Structures Technologies and Earthquake Engineering(SE04), Steering comittee member
2003 - 2004
Devising educational methods
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担当する「建築不静定構造力学」､「耐震構造学」では、講義時間中に行う演習に際して、教室を巡回し学生の面前で即時採点を行うことにより、個々の学生の理解度を把握した上で対話型の指導を行っている。また、学生どうしが互いに評価を競うことにより、演習の効果の向上が認められる。演習で正解に至らなかった問題はレポートにより補完し、総合として講義内容の理解度が向上するように努めている。 また、講義に際して、随時、パワーポイント教材、ビデオ教材、模型等を活用することにより、講義の進行に変化を与え、単調な講義により学生の関心が削がれることがないよう工夫している。
Teaching materials
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「建築不静定構造力学」では、教科書を指定せず、独自に作成した教材プリントを用いている。そして、同教材をインフォメーションシステムにアップロードすることにより、学生が随時取得できるように配慮している。
Teaching method presentations
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特になし
Special notes on other educational activities
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学部学生、大学院生に対し、学外の研究会､現場見学会等への積極的参加を促している。また、大学院生に対しては、学会での研究発表を奨励し、論文投稿やプレゼンテーションの指導を行っている。