Get started
Author

Fumiya Esaki

Observed names: Esaki, Fumiya, FUMIYA ESAKI, Fumiya ESAKI
OpenAlex ID: A5013330944
Effect of loading rate on mechanical behavior of SRC shearwalls
2001 · Fumiya Esaki, Masayuki Ono · Steel and Composite Structures · 14
Seismic Retrofit Technique for Existing R/c Frames by Attaching Steel Bracing Frames to Columns Projected From Exterior Walls
2000 · Fumiya ESAKI, Masamichi OHKUBO, et al. · Journal of Structural and Construction Engineering (Transactions of AIJ) · 8
PDF
Lateral Shear Capacity of One-bay One-story Reinforced Concrete Framed Shear Walls Whose Edge Columns or Edge Beams Fail in Shear
1987 · Masahide TOMII, Fumiya ESAKI · Journal of Structural and Construction Engineering (Transactions of AIJ) · 4
PDF
Experimental Study for Developing Self-centering Rc Structural Frames With Column-yielding Mechanism
2008 · Hiroyuki NAKAHARA, Kenji SAKINO, et al. · Journal of Structural and Construction Engineering (Transactions of AIJ) · 2
PDF
Elasto-plastic Behavior of Recyclable R/c Columns
1999 · Fumiya Esaki · Transactions of the Japan Concrete Institute · 2
Ultimate Lateral Deformation and Ductility of R/c Framed Shear Wall Failed in Shear After Flexural Yielding
1997 · Fumiya Esaki · Transactions of the Japan Concrete Institute · 2
EXPERIMENTAL STUDY ON REINFORCING METHOD TO INCREASE DUCTILITY OF REINFORCED CONCRETE FRAMED SHEAR WALL WHOSE PREDOMINANT ACTION IS SHEAR : Confining top and bottom portions of edge columns in steel tube
1991 · Fumiya ESAKI · Journal of Structural and Construction Engineering (Transactions of AIJ) · 2
PDF
Expression for Calculating Lateral Shear Capacity of One-bay One-story Reinforced Concrete Framed Shear Walls Failing in Slip Shear of Their Infilled Wall Panel
1986 · MASAHIDE TOMII, FUMIYA ESAKI · Journal of Structural and Construction Engineering (Transactions of AIJ) · 2
PDF
Effect of Loading Rate on Hysteresis Response of R/c Framed Shearwalls
2009 · Yoshinori MATSUOKA, Fumiya ESAKI, et al. · Journal of Structural and Construction Engineering (Transactions of AIJ) · 1
PDF
Limit Analysis of Reinforced Concrete Columns by the Yield Line Theory Considering Interaction of Combined Forces
1999 · Shuichi Uehara, Kenji Sakino, et al. · Concrete Research and Technology · 1
PDF
Experimental Study on Reinforcing Method to Increase Ductility of R/c Framed Shear Wall
1997 · Fumiya ESAKI, Shuichi UEHARA · Journal of Structural and Construction Engineering (Transactions of AIJ) · 1
PDF
20292 Lateral load carrying capacity of steel pile to R/C pile cap joint by simple technique : Part2 Test results
2010 · Masayoshi Umezaki, Teruhisa Tanaka, et al. · 学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造
23198 Analysis on response of R/C column with unbonded high strength longitudinal reinforcing bars
2006 · Yosuke Takano, Jinan Chung, et al. · 学術講演梗概集. C-2, 構造IV, 鉄筋コンクリート構造, プレストレストコンクリート構造, 壁構造・組積構造
23359 Cyclic Loading Test on 2-Story RC Frames Including the Columns Assembled by PC Tendon : Part 2. Load vs. deformation relations
2006 · Hiroyuki Nakahara, Atsushi Kubota, et al. · 学術講演梗概集. C-2, 構造IV, 鉄筋コンクリート構造, プレストレストコンクリート構造, 壁構造・組積構造
23199 Hysteresis response of R/C cross type subassemblage frame with column using unbonded high strength longitudinal reinforcing bars
2006 · Kentaro Kamura, Jinan Chunc, et al. · 学術講演梗概集. C-2, 構造IV, 鉄筋コンクリート構造, プレストレストコンクリート構造, 壁構造・組積構造
234 Hysteresis response of R/C subassemblage frame with column using unbonded high strength longitudinal reinforcing bars : Part 3 Test of cross type subassemblage frame specimens with column of M/QD=2 on intermediate floor
2006 · Kentaro Kamura, Jinan Chung, et al. · 日本建築学会研究報告. 九州支部. 1, 構造系
Reinforcing method of framed shear walls with opening in vicinity of edge column : Part2 Tests on framed shear wall whose wall panel was reinforced by steel plate partially or wholly
2002 · Keishi Kojyou, M. Ono, et al. · 日本建築学会研究報告. 九州支部. 1, 構造系
Lateral load-displacement hysteresis response of R/C framed shear walls with opening and slits : Part2 Test series of framed shear walls with thin wall panel in top and bottom area of opening
2002 · Masaaki Shinkai, M. Ono, et al. · 日本建築学会研究報告. 九州支部. 1, 構造系
Shear strength of peripheral Frame in framed shear walls : Part 6 Effect of axial stress due to vertical load on shear strength of edge column
2002 · Atsushi Honda, Fumiya Esaki, et al. · 日本建築学会研究報告. 九州支部. 1, 構造系
23273 Shear strength of peripheral frame of framed shear walls : Part 1 Test of edge column model specimen
2001 · Toshihiro Tokuda, Fumiya Esaki, et al. · 学術講演梗概集. C-2, 構造IV, 鉄筋コンクリート構造, プレストレストコンクリート構造, 壁構造・組積構造
23280 Shear behavior of R/C wall panel subjected to load at constant rate : Part 3 Reversed cyclic loading tests
2001 · Hironori Fukushima, Atsushi Honda, et al. · 学術講演梗概集. C-2, 構造IV, 鉄筋コンクリート構造, プレストレストコンクリート構造, 壁構造・組積構造
Shear strength of intermediate column of framed shear wall under no axial loads
2001 · WooJa Kang, Fumiya Esaki, et al. · Transactions of the Japan Concrete Institute
Limit Analysis of RC Shear Walls by the Yield Line Theory Considering Interaction of Combined Forces
1999 · Shuichi Uehara, Kenji Sakino, et al. · Concrete Research and Technology
PDF
Shear Strength of R/c Wall Panel Confined by Peripheral Frame
1999 · Fumiya ESAKI · Journal of Structural and Construction Engineering (Transactions of AIJ)
PDF
Experimental Study on Compressive Capacity of R/C Wall Panel Strut Confined by Peripjeral Structures : Part6 Effect of Arrangement Direction of Reinforcing Bars on Compressive Strength of Wall Panel Struts
1998 · Fumiya Esaki · 学術講演梗概集. C-2, 構造IV, 鉄筋コンクリート構造, プレストレストコンクリート構造, 壁構造・組積構造
Works count: 38
Citation count: 39
H-index: 3
I10-index: 1
Year
Topic
Type