Original Papers- FURUKAWA Sachi -
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[2019]
1.Application of Modified D-Value Method Considering Plastic Strain Hardening Effect to Prediction of Structural Mechanics of Steel Moment Resisting Frames with New Column Support System.[The international Conference on Sustainable Civil Engineering and Architecture (ICSCEA) 2019,(2019)]Naoki Tamura, Sachi Furukawa, Yoshihiro Kimura
2.Scaled frame model test for elasto-plastic behaviour of steel moment-resisting frame with proposed pin column support system and estimation of collapse mechanism by virtural work theorem.[Steel Construction Engineering,26(102),(2019),1-15]Yuma Murata, Sachi Furukawa, Yoshihiro Kimura
[2018]
3.SHEAR BEHAVIOUR OF CONNECTION BETWEEN STEEL AND REINFORCED CONCRETE MEMBERS ADOPTING A NEW COLUMN BASE SYSTEM ALLOWING THE STEEL MOMENT-RESISTING FRAME TO PERFORM BEAM YIELDING MECHANISM.[8th international conference on Geotechnique, Construction Materials and Environment,(2018)]FURUKAWA Sachi
4.Application of Modified D-Value Method Considering Plastic Strain Hardening Effect to Prediction of Structural Mechanics of Steel Moment Resisting Frames with New Column Support System.[8th international conference on Geotechnique, Construction Materials and Environment,(2018)]Sachi Furukawa, Yoshihiro Kimura, Katsunoti Kaneda and Akira Wada
5.Seismic Performation Considered by Modified D-Value Method for Low-high Steel Moment-Resisting Frames with New Column Support System.[JSSC(Japanese Society of Steel Construction) Proceedings of Concstrutional Steel,26,(2018),242-246]Motoko Ando, Sachi Furukawa, Yoshihiro Kimura
6.Concrete Breakout Behaviour of Steel-RC Element Connections by Anchor Bolt with Cross-Shaped Steel Plates.[JSSC(Japanese Society of Steel Construction) Proceedings of Concstrutional Steel,26,(2018),660-665]Sachi Furukawa and Yoshihiro Kimura
7.層中間ピン柱脚中低層鉄骨骨組の地震応答に対する修正D値法の適用.[日本建築学会大会学術講演梗概集,(2018),821-822]古川 幸
8.十字型鋼板を溶接したアンカーボルトによる鋼-RC接合部の側方破壊性状 その1, その2 実験シリーズI.[日本建築学会大会学術講演梗概集,(2018),1307-1310]古川 幸
9.Substructural frame test of encapsulated rubber rotation bearing applying to proposed pinned-support column base system of steel moment resisting frame.[AIJ Journal of Technology and Design,(56),(2018)]古川 幸,山口貴之,佐伯英一郎,施均,木村祥裕
[2017]
10.Application of Encapsulated-Rubber Rotation Bearing to Proposed Pin-Support Column Base System Installed to the Midpoint of the Base Story Column of Steel Moment-Resisting Frame.[Proceedings of The 15th East Asis-Pacific Conference on Structural Engineering and Construction (EASEC-15),(2017)]Sachi Furukawa, Takayuki Yamaguchi and Yoshihiro Kimura
11.DEVELOPMENT OF MODIFIED D-VALUE METHOD TO EVALUATE SEISMIC PERFORMANCE OF LOW TO MID-HIGH STEEL MOMENT RESISTING FRAMES WITH NEW COLUMN SUPPORT SYSTEM REPRESENTED BY FISHBONE-SHAPED MODEL.[Proceedings of The 15th East Asis-Pacific Conference on Structural Engineering and Construction (EASEC-15),(2017)]Motoko Ando, Sachi Furukawa, Yoshihiro Kimura
[2016]
12.Failure Mechanism of Moment-Resisting Steel Frame with Mid-story Pinned Support System by Small-scaled Test.[JSSC(Japanese Society of Steel Construction) Proceedings of Concstrutional Steel,(2016)]Yuma Murata, Sachi Furukawa, Yoshihiro Kimura
13.ULTIMATE SEISMIC CAPACITY OF STEEL MOMENT RESISTING FRAME BY SCALE TEST.[Proceedings of the 7th Civil Engineering Conference in the Asian Region (CECAR7),(2016)]Yuma Murata, Sachi Furukawa, Yoshihiro Kimura
14.SHEAR BEHAVIOUR OF REINFORCED CONCRETE COLUMN USING A NEW COLUMN SUPPORT SYSTEM TO ALLOW A STEEL MOMENT-RESISTING FRAME TO PERFORM BEAM YIELDING MECHANISM.[2nd Huxian International Forum on Earthquake Engineering for Young Researchers,(2016)]Sachi Furukawa, Yoshihiro Kimura, Katsunori Kaneda and Akira Wada
[2015]
15.実大振動台実験による5層鋼構造免震建物の鉛直応答特性の把握.[鋼構造年次論文集,22,(2015)]古川 幸, 佐々木智大, 岡崎太一郎,佐藤栄児
16.下部RC 柱と上部鉄骨柱から成る最下層柱接合部の最大せん断耐力.[鋼構造年次論文集,22,(2015)]岩見 遼平,古川 幸,木村 祥裕,渡辺 亨
17.3面拘束されたゴムを有するピン支承の開発研究 その1 基本性状.[日本建築学会大会学術講演梗概集,(2015)]施 均,古川 幸,岩見 遼平,木村 祥裕,山口 貴之
18.3方面拘束されたゴムを有するピン支承の開発研究 その2 剛性評価.[日本建築学会大会学術講演梗概集,(2015)]山口 貴之,古川 幸,施 均,岩見 遼平,木村 祥裕
19.下部RCと上部鉄骨柱で構成される最下層柱接合部における最大耐力評価-その1 実験概要.[日本建築学会大会学術講演梗概集,(2015)]竹内隆祐,古川 幸,岩見遼平,木村祥裕,金田勝徳,和田 章
20.下部RCと上部鉄骨柱で構成される最下層柱接合部における最大耐力評価-その2 最大耐力評価.[日本建築学会大会学術講演梗概集,(2015)]岩見遼平,古川 幸,木村祥裕,渡辺 亨,金田勝徳,和田 章
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