Books, Original Papers & Review Papers- FURUKAWA Sachi -
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[B]:Books [O]:Original Papers [R]:Review Papers
total:18
[2018]
1.[O] 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
2.[O] 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
3.[O] 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
4.[O] 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]
5.[O] 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
6.[O] 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]
7.[O] 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
8.[O] 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
9.[O] 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]
10.[O] 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
11.[O] 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
12.[O] 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
13.[O] 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
14.[O] 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
15.[O] 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
16.[O] 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3 二方向水平力に対するせん断耐力.[日本建築学会大会学術講演梗概集,(2015)]古川 幸,岩見遼平,木村祥裕,金田勝徳,染谷俊章,和田 章
17.[O] 層中間型ピン柱脚構法を有する鉄骨建物.[日本建築学会大会学術講演梗概集,(2015)]高橋 邦広,金田 勝徳,古川 幸,木村 祥裕,和田 章
18.[O] CYCLIC LOADING TEST OF SUBSTRUCTURE FRAME WITH NEW COLUMN SUPPORT SYSTEM FOR STEEL MOMEMNT RESISTING STRUCTURES TO PERFORM BEAM YIELDING MECHANISM.[The eighth international conference on behaviour of steel structures in seismic areas,(2015)]FURUKAWA, S. , KIMURA, Y., KANEDA, K. and WADA, A.
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