Original Papers- IKAGO Kohju -
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total:351
[2019]
1.A first-order approximation of Biot's model to realize rate-independent linear damping Part1: A review of the state of the art.[Proceedings of AIJ Tohoku Chapter Architectural Research Meeting,82,(2019),1-4]K. Ikago, H. Luo, I. Fukuda, D. Li
2.A first-order approximation of Biot's model to realize rate-independent linear damping Part2: Dynamic behavior of structures with different models.[Proceedings of AIJ Tohoku Chapter Architectural Research Meeting,82,(2019),5-8]H. Luo, I. Fukuda, D. Li, K. Ikago
3.Theoretical Analysis of a Novel Eddy Current Inerter DamperPart1: Study of mechanical behavior.[Proceedings of AIJ Tohoku Chapter Architectural Research Meeting,82,(2019),47-50]D. Li, S. Xui, K. Ikago, L. Xie, H. Luo
4.Theoretical Analysis of a Novel Eddy Current Inerter Damper Part2: Parameter Analysis.[Proceedings of AIJ Tohoku Chapter Architectural Research Meeting,82,(2019),51-52]D. Li, K. Ikago, S. Xue, L. Xie, H. Luo
5.立体単純骨組の捩れを伴う全体塑性座屈解析-その1 降伏後並進剛性がある場合の解の唯一性と分岐解-.[Proceedings of AIJ Tohoku Chapter Architectural Research Meeting,82,(2019),59-62]K. Ikago, I. Fukuda
6.Mechanism of Torsional Plastic Buckling Phenomenon in High-rise Steel Frame during Earthquakes.[Proceedings of AIJ Tohoku Chapter Architectural Research Meeting,82,(2019),63-66]R. Yasuda, I. Fukuda, Y. Kikuchi, K. Ikago
7.Occurrence Condition of Torsional Deformation Concentration Considering Building Height in a High-Rise Steel Frame.[Proceedings of AIJ Tohoku Chapter Architectural Research Meeting,82,(2019),67-70]I. Fukuda, Y. Kikuchu, K. Ikago
8.Earthquake response control of base-isolated structures by using a Variable Orifice Damper.[Proceedings of AIJ Tohoku Chapter Architectural Research Meeting,82,(2019),89-92]IKAGO Kohju
9.Performance of low-frequency structures incorporated with rateindependent linear damping.[Engineering Structures,181,(2019),324-335]H. Luo, K. Ikago, C. Chong, A. Keivan, B.M. Phillips
10.1016/j.engstruct.2018.12.022
[2018]
10.A Passive Mechanical Model for Rate-independent Linear Damping to Suppress Excessive Displacements in Long-period Structures Subjected to Strong Ground Motions.[Innovations and Implementations in Earthquake Engineering Research,(2018)]IKAGO Kohju
11.Seismic performance enhancement of a baseisolation structure by using a passive rateindependent damping model.[The 7th Asia Conference on Earthquake Engineering,(2018)]Hao Luo, Yoshimasa Hanzawa, Kohju Ikago
12.応答周期適応型低次因果的デジタルフィルタによる免震用複素剛性ダンパーの実現 その2 提案制御の有効性と実現性の検証.[Summaries of technical papers of Annual Meeting Architectural Institute of Japan,(2018),1045-1046]Y. Sasaki, M. Kurashige, K. Ikago
13.定常繰返し載荷を受ける高層鋼構造骨組の倒壊挙動 その1 マルチスプリングモデルによるモデル化.[Summaries of technical papers of Annual Meeting Architectural Institute of Japan,(2018),387-388]Y. Kikuchi, K. Matsumoto, K. Ikago
14.定常繰返し載荷を受ける高層鋼構造骨組の倒壊挙動 その2 繰返し両振りによる解析結果.[Summaries of technical papers of Annual Meeting Architectural Institute of Japan,(2018),389-390]K. Matsumoto, Y. Kikuchi, K. Ikaago
15.液圧で駆動する歯車モータを利用した回転慣性質量ダンパーの開発 その3 リリーフ機構付きiHGDの同調型実験.[Summaries of technical papers of Annual Meeting Architectural Institute of Japan,(2018),453-454]S. Nakaminami, H. Kida, K. Ikago, N. Inoue
16.液圧で駆動する歯車モータを利用した回転慣性質量ダンパーの開発 その4.リリーフ機構付きiHGDの長周期建物への適用例.[Summaries of technical papers of Annual Meeting Architectural Institute of Japan,(2018),455-456]H. Kida, S. Nakaminami, K. Ikago, N. Inoue
17.油圧ギアモータを用いた大質量ダイナミック・マス-ダンパーの基礎的検討.[Summaries of technical papers of Annual Meeting Architectural Institute of Japan,(2018),459-460]T. Ito, K. Ikago
18.流体軸力制限機構付きダイナミック・マス‐ダンパーの基礎的検討.[Summaries of technical papers of Annual Meeting Architectural Institute of Japan,(2018),1039-1040]Y. Hannzawa, K. Ikago
19.ダイナミック・マス-バネ-ダンパー直列システムによる複素剛性ダンパー模擬.[Summaries of technical papers of Annual Meeting Architectural Institute of Japan,(2018),1041-1042]H. Higano, K. Ikago
20.応答周期適応型低次因果的デジタルフィルタによる免震用複素剛性ダンパーの実現 その1 提案制御フィルタの導出.[Summaries of technical papers of Annual Meeting Architectural Institute of Japan,(2018),1043-1044]M. Kurashige, Y. Sasaki, K. Ikago
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