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主要な論文リスト
書籍・記事など
日本建築学会：『建築物の減衰と振動』, 丸善株式会社, pp.160-181, 2020年12月(共著)
中部経済新聞：連載コラム, 研究現場発『制振構造で木造を高耐震に』, 3面, 2019年4月2日
建築技術：特集『木造建築の靭性設計-木造の保有水平耐力計算の可能性を探る』建物の靭性・減衰を高める制振技術, pp.130-133, 2018年6月
日本建築学会：『木質構造基礎理論』, 丸善株式会社, pp.301-311, 2010年12月
Journal論文
松田和浩, 増田顕, 原智隆：真壁パネル耐力壁の釘効果に着目したバネモデル作成手法, 日本建築学会技術報告集, 第29巻, 第73号, pp.1308-1313, 2023年10月
松田頼征, 笠井和彦, 元結正次郎, 小橋知季, 松田和浩：コンクリートスラブが取付く実大部分鉄骨架構に層間変形とダンパー力を与えた実験研究, 日本建築学会構造系論文集, 第806号, pp.710-721, 2023年4月
松田和浩, 増田顕, 角田裕介, 坂田弘安：ロッキング機構を付与したCLT制振架構の開発研究, 1層1スパン架構の静的載荷実験による検証, 構造工学論文集, Vol.69B, pp.99-109, 2023年4月
大塚貴弘, 松田和浩, 大高範寛：腐食を有する鋼矢板の曲げ耐力, 鋼構造論文集，第29巻，第116号，pp. 67-76，2022年12月
松田和浩, 坂本遼, 上野浩志：プレストレスで支持材全体を補強したオイルダンパー木質制振壁の開発, 日本建築学会技術報告集, 第28巻, 第68号, pp.173-178, 2022年2月
山崎義弘, 溝口比菜, 松田和浩, 秋山信彦：曲げモーメントと軸力の漸増載荷実験による集成材柱脚部およびCLT壁脚部の性能評価, 日本建築学会技術報告集, 第28巻, 第68号, pp.161-166, 2022年2月
山崎義弘, 鈴木滉哉, 松田和浩, 坂田弘安：合板耐力壁の繰り返し載荷による性能劣化挙動の評価, 日本建築学会技術報告集, 第27巻, 第65号, pp.202-206, 2021年2月
Yaohui XUE, Wuchuan PU, Kazuhiro MATSUDA and Kazuhiko KASAI: Influence of high-pass filtering of near-fault earthquake record on the responses of base-isolated building, Journal of Soil Dynamics and Earthquake Engineering, Vol.135, 2020年8月
松田和浩, 笠井和彦, 中村哲也：電気配線用吊り式ケーブルラックシステムの力学的挙動とその制振化に関する実験研究, 日本建築学会技術報告集, 第24巻, 第56号, pp.63-68, 2018年2月
佐藤大樹, 長山祥, 笠井和彦, 松田和浩：長周期地震動時における粘性ダンパーの性能低下を考慮した制振構造建物の応答評価, 日本建築学会技術報告集, 第24巻, 第56号, pp.59-62, 2018年2月
笠井和彦, 佐藤大樹, 松田和浩, 長山祥：長時間正弦波加振実験による4種の実大制振ダンパーの動的特性の変化および簡易評価手法の提案, 構造工学論文集, Vol.63B, pp.275-283, 2017年3月
佐藤大樹, 笠井和彦, 杉山暢方, 松田和浩：風応答時における実大粘弾性ダンパーの簡易評価実験および解析モデルの提案, 風工学シンポジウム, pp.289-294, 関東, 2016年12月
笠井和彦, シムアンパン・サラン, 松田和浩：免震建物の上部構造周期を考慮した免震性能曲線の提案, 日本建築学会構造系論文集, 第720号, pp. 239-249, 2016年2月
松田和浩, 笠井和彦：バイリニア＋スリップモデルに粘弾性ダンパーを用いた制振構造の応答制御設計法, 日本建築学会構造系論文集, 第716号, pp. 1525-1535, 2015年10月
松田和浩, 笠井和彦：東北地方太平洋沖地震における観測記録を用いた超高層免震建物の動的挙動に関する研究, 日本建築学会構造系論文集, 第704号, pp. 1445-1455, 2014年10月
Kasai, K. and Matsuda, K.: Full-Scale Dynamic Testing of Response-Controlled Buildings and Their Components: Concepts, Methods, and Findings, Journal of Earthquake Engineering and Engineering Vibration (EEEV), Vol.13, pp.167-181, 2014年8月
Kasai, K., Mita, A., Kitamura, H., Matsuda, K., Morgan, T. and Taylor, A.: Performance of Seismic Protection Technologies During the 2011 Tohoku-Oki Earthquake, Earthquake Spectra, Special Issue on the 2011 Tohoku-Oki Earthquake and Tsunami, pp.265-294, 2013年3月
松田和浩, 笠井和彦, 坂田弘安：フレームモデルによる２層木質制振架構の地震応答解析, 日本建築学会構造系論文集, 第678号, pp. 1273-1282, 2012年8月
松田和浩, 笠井和彦, 坂田弘安：フレームモデルによる木質制振架構の地震応答解析, 日本建築学会構造系論文集, 第661号, pp. 609-618, 2011年3月
笠井和彦, 西原耕作, 蒲 武川, 大木洋司, 坂田弘安, 松田和浩：スリップ型特性をもつ構造に粘性系ダンパーを用いる場合の最大応答予測法, 日本建築学会構造系論文集, 第646号, pp. 2227-2236, 2009年12月
坂田弘安, 陶山高資, 松田和浩：在来軸組住宅におけるビス・引寄せボルトを用いた接合部の履歴モデルに関する研究, 日本建築学会構造系論文集, 第645号, pp. 2061-2067, 2009年11月
松田和浩, 陶山高資, 坂田弘安, 笠井和彦, 大木洋司：接合部実験に基づく履歴モデルを用いた木質制振壁のフレーム解析, 構造工学論文集, Vol.55B, pp.93-100, 2009年3月
坂田弘安, 笠井和彦, 大木洋司, 松田和浩：在来軸組戸建木造住宅を対象とした2層木質制振架構の振動台実験, 日本建築学会構造系論文集, 第631号, pp.1607-1615, 2008年9月
坂田弘安, 堀井健史, 竹内 徹, 中村博志, 松田和浩：シアリング接合部の木材繊維方向せん断性能に関する実験研究, 日本建築学会構造系論文集, 第627号, pp.773-779, 2008年5月
松田和浩, 坂田弘安, 笠井和彦, 大木洋司：木質制振壁の動的強制変形応答に関する実験研究, 構造工学論文集, Vol.54B, pp.149-156, 2008年3月
坂田弘安, 笠井和彦, 和田 章, 緑川光正, 大木洋司, 中川 徹, 松田和浩：速度依存ダンパーをもつ木質架構の振動台実験, 日本建築学会構造系論文集, 第615号, pp.161-168, 2007年5月
坂田弘安, 松田和浩, 中井敏文, 竹内 徹, 富本 淳, 中村泰教, 永山浩三：摩擦接合型コネクタを用いたスギ集成材と鋼板によるハイブリッド部材の軸圧縮特性に関する実験研究, 構造工学論文集, Vol.53B, pp.323-328, 2007年3月
国際会議・国際シンポジウムなど
Sakamoto, R., Matsuda, K. and Hanai, S.: Development of Energy Dissipation Walls with Oil Dampers and Totally Reinforced Support Members Using Pre-Stress, 17th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-17), Singapore, 2022.6
Wu, C., Matsuda, K., Huanjun, J., Wu, S., Mizutani, K. and Kasai, K.: Dynamic Responses and Failure Pattern of Suspended Cable Tray System through Shaking Table Test, International Association for Bridge and Structural Engineering (IABSE 2022), Prague, Czech Republic, 2022.5
Masuda, A. and Matsuda, K.: Experimental Study on Mechanical Behavior of Column Base of Self-Centering- Type CLT Wall Columns, 17th World Conference on Earthquake Engineering (17th WCEE), USB, Sendai, Japan, 2020.9
Mizutani, K., Matsuda, K., Wu, C., Sato, Y., Huanjun, J. and Kasai, K.: Analysis of Damage Phenomenon by Video in Vibration Test of Ceiling / Cable Tray Using Large Shaking Table, 17th World Conference on Earthquake Engineering (17th WCEE), USB, Sendai, Japan, 2020.9
Matsuda, K., Kasai, K., Mizutani, K., Asatsuma, E. and Sato, Y.: Experimental Study on Dynamic Behavior of Cable Tray System Using Large Shaking Table, 17th World Conference on Earthquake Engineering (17th WCEE), USB, Sendai, Japan, 2020.9
Matsuda, K., Masuda, A., Kakuda, Y. and Sakata, H.: Study on Mechanical Behavior of Passively Controlled Cross-Laminated-Timber Structures with Self-Centering Function, 21st International Conference on Earthquake Engineering and Seismology (ICEES 2019), USB, San Francisco, USA, 2019.9
Sato, D. Kasai, K., Nagayama, S. and Matsuda, K.: Response Prediction of Passive Controlled Buildings with Viscous Dampers Considering Its Performance Decrement under Long-Period Ground Motion, International Association for Bridge and Structural Engineering (IABSE 2018), USB, Nantes, France, 2018.9
Matsuda, K., Kakuda, Y. and Sakata, H.: Experimental Study on Mechanical Behavior of Passively Controlled Timber Structure with Self-centering-type CLT Wall Columns, 15th World Conference on Timber Engineering (WCTE2018), USB, Seoul, Korea, 2018.8
Kasai, K., Matsuda, K. and Chimamphant, S.: Performance Curve for Base-isolated Buildings with Consideration of Superstructure Flexibility, International Workshop on Performance-Based Seismic Design of Structures (PESDES 2017), USB, Shanghai, China, 2017.10
Matsuda, K. and Kasai, K.: Study on Seismic behavior of Cable Rack System for Electric Wiring Having Passive Control Scheme, 16th World Conference on Earthquake Engineering (16th WCEE), USB, Santiago, Chili, 2017.1
Sakata, H., Kasai, K., Matsuda, K. and Yamazaki, Y.: Development of passively controlled small wooden structures and the design method, 16th World Conference on Earthquake Engineering (16th WCEE), USB, Santiago, Chili, 2017.1
Sakata, H., Yamazaki, Y., Matsuda, K. and Kasai, K.: Mechanical Behavior and Design Method of Passively Controlled Small Wooden Structures, 14th World Conference on Timber Engineering (WCTE2016), USB, Vienna, Austria, 2016.8
Matsuda, K. and Kasai, K.: Study on Passive Control Design Method for MDOF System Composed of Bilinear + Slip Model Added with Visco-elastic Damper, The Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures (SEEBUS 2015), pp.143-152, Yamanashi, Japan, 2015.9
Matsuda, K. and Kasai, K.: Dynamic Responses of High-Rise Base-Isolated Building during the 2011 Great East Japan Earthquake, International Association for Bridge and Structural Engineering (IABSE 2015), CD-ROM, Nara, Japan, 2015.5
Kasai, K., Matsuda, K. and Chimamphant, S.: Seismic Protection of New and Existing Super-Tall Buildings: Part 2 Response Data Analyses and Performance Evaluations, Structural Engineering Frontier Conference 2015, pp.53-72, Yokohama, Japan, 2015.3
Kasai, K., Yamada, S. and Matsuda, K.: Research Efforts to Protect Buildings and Their Functions Based on Recent Seismic Hazards in Japan, The Tokyo Conference on International Study for Disaster Risk Reduction and Resilience, Tokyo, Japan, 2015.1
Matsuda, K. and Kasai, K.: Study on Dynamic Behavior of High-Rise Base-Isolated Building Based on Its Responses Recorded during The 2011 Tohoku-Oki Earthquake, The Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures (SEEBUS 2014), pp.57-66, Seoul, Korea, 2014.9
Matsuda, K., Kasai, K. and Sakata, H.: Seismic Response Analysis for Damped Timber Structure by Simplified Spring Model, 13th World Conference on Timber Engineering (WCTE2014), USB, Quebec, Canada, 2014.8
Kasai, K. and Matsuda, K.: Observed Performance of Seismically Isolated Structures in the March 11, 2011 Tohoku Earthquake, 10th U.S. National Conference on Earthquake Engineering (10NCEE), F04, Anchorage, Alaska, 2014.8
Kasai, K. and Matsuda, K.: Significant Building Response Records from the 2011 Tohoku Earthquake and the Implications for Seismic Designs and Analyses, Strong Motion Instrumentation Program Seminar (SMIP13), CD-ROM, Los Angeles, California, 2013.10
Matsuda, K., Kasai, K. and Sakata, H.: Simplified Seismic Response Analysis of Wooden Frame Having Energy Dissipation Wall, 13th World Conference on Seismic Isolation, pp.99-104, Sendai, Japan, 2013.9
Matsuda, K., Kasai, K. and Sakata, H.: Seismic Response Analysis of Timber Structure with Passive Control System Using Simplified Spring Model, 10th International Conference on Urban Earthquake Engineering, pp.1099-1104, Tokyo, Japan, 2013.3
Matsuda, K., Kasai, K., Yamagiwa, H. and Sato, D.: Responses of Base-Isolated Buildings in Tokyo during the 2011 Great East Japan Earthquake, 15th World Conference on Earthquake Engineering (15th WCEE), USB, Lisbon, Portugal, 2012.9
Matsuda, K., Kasai, K. and Sakata, H.: Analytical Study on Passively Controlled 2-Story Wooden Frame by Detailed Frame Model, 15th World Conference on Earthquake Engineering (15th WCEE), USB, Lisbon, Portugal, 2012.9
Matsuda, K., Kasai, K., Yamagiwa, H. and Sato, D.: Performance of Base-Isolated Tall Building during the 2011 East Japan Earthquake, International Symposium on Reliability Engineering and Risk Management (ISRERM2012), CD-ROM, pp.431-436, Yokohama, Japan, 2012.8
Matsuda, K., Kasai, K. and Sakata, H.: Earthquake Response Analysis of 2-Story Timber Frames with Passive Control Scheme by Detailed Frame Model, 12th World Conference on Timber Engineering (WCTE2012), USB, Auckland, New Zealand, 2012.7
Matsuda, K., Kasai, K. and Sakata, H.: Earthquake Response Analysis of 2-Story Timber Structure with Passive Control Scheme by Detailed Frame Model, 9th CUEE and 4th ACEE Joint Conference, pp.1253-1260, Tokyo, Japan, 2012.3
Matsuda, K., Kasai, K. and Sakata, H.: Earthquake Response Analysis of Timber Structure with Passive Control Scheme by Detailed Frame Model, 8th International Conference on Urban Earthquake Engineering, pp.1167-1173, Tokyo, Japan, 2011.3
Matsuda, K., Sakata, H. and Kasai, K.: Seismic Response Controlled Effect of Wooden Houses by Framed Analysis, 11th World Conference on Timber Engineering (WCTE2010), USB, Trentino, Italy, 2010.6
Matsuda, K., Kasai, K. and Sakata, H.: Analytical Study on Seismic Response Controlled Effect of Wooden Houses Using Frame Model, 7th CUEE and 5th ICEE Joint Conference, pp.1063-1069, Tokyo, Japan, 2010.3
Matsuda, K., Sakata, H., Kasai, K., and Ooki, Y.: Frame Analysis of Passively Controlled Wooden Frame Using Hysteresis Model Based on Experiment of Joint, 6th International Conference on Urban Earthquake Engineering, pp.275-280, Tokyo, Japan, 2009.3
Matsuda, K., Sakata, H., Kasai, K. and Ooki, Y.: Experimental Study on Dynamic Behavior of Wooden Frames with Passive Control System and Inner-and-Outer Walls using Shaking Table, 14th World Conference on Earthquake Engineering (14th WCEE), Structural Engineering: Masonry and Timber (CD-ROM), Beijing, China, 2008.10
Matsuda, K., Sakata, H., Kasai, K. and Ooki, Y.: Shaking Table Tests of Two-Story Passively-Controlled Wood Frames with Inner and Outer Walls, 10th World Conference on Timber Engineering (WCTE2008), Wood in architecture Vol.3, Miyazaki, Japan, 2008.6
Matsuda, K., Sakata, H., Kasai, K. and Ooki, Y.: Dynamic Behavior of Wood Frames with Passive Control Mechanism and Nonstructural Walls Using Shaking Table, 5th International Conference on Urban Earthquake Engineering, pp.711-716, Tokyo, Japan, 2008.3
Sakata, H., Takeuchi, T., Matsuda, K. and Tomimoto, A.: Experiment of Composite Member Composed of Cedar-Glulam-Timber and Steel Plate Applied Friction Connector, 4th International Conference on Urban Earthquake Engineering, pp.407-414, Tokyo, Japan, 2007.3
Matsuda, K., Kasai, K., Sakata, H., Ooki, Y. and Wada, A.: Shaking Table Tests of Two-Story Wood Frames with Passive Control System, 4th International Conference on Urban Earthquake Engineering, pp.369-374, Tokyo, Japan, 2007.3
Sakata, H., Matsuda, K., Nakai, T., Tomimoto, A., Nakamura, Y. and Nagayama, K.: Experimental Study on Mechanical Behavior of Composite Member Composed of Cedar-Glulam-Timber and Steel Plate Applied Friction Connector, 6th International Symposium Architectural Interchanges in Asia (ISAIA2006), Vol.2, pp.1075-1080, Daegu, Korea, 2006.11
Matsuda, K., Kasai, K., Sakata, H., Ooki, Y., Shimokoshi, H. and Nakayama, K.: Experimental Study on Dynamic Behavior of Passive Control System Applied for Conventional Post-and-Beam Two-Story Wooden House Using Shaking Table, The Tenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-10), Vol.6, pp.201-206, Bangkok, Thailand, 2006.8
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