Proposal of elastic buckling strength formula for columns in steel moment frames considering anti-symmetric axial forces caused by horizontal loads
Takada, A.; Tada, M.; Mukaide, S.; Araki, Y.
Journal of Structural and Construction Engineering, 2010
Influence of P-delta effect on dynamic response of high-rise moment-resisting steel buildings subject to extreme earthquake ground motions
Kim, M.; Araki, Y.; Yamakawa, M.; Tagawa, H.; Ikago, K.
Journal of Structural and Construction Engineering, Oct. 2009, Peer-reviewed
Static friction coefficient between column base and foundation stone of Japanese traditional timber buildings
Araki, Y.; Lee, D.; Endo, T.; Yoshida, N.; Uetani, K.
AIJ Journal of Technology and Design, 2009
Modelling of column base for traditional timber buildings based on local compression experiments at contact surface between column base and foundation stone
Lee, D.; Araki, Y.; Endo, T.; Yoshida, N.; Uetani, K.
Journal of Structural and Construction Engineering, 2009
Seismic retrofit of historic masonry constructions byinserting stainlesspins - Cyclic out-of-plane flexural experiments of reinforced brick walls Part i - Cyclic o
Takiyama, N.; Nagae, T.; Maeda, H.; Kitamura, M.; Yoshida, N.; Araki, Y.
Journal of Structural and Construction Engineering, 2009
JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, Mar. 2019, Peer-reviewed
School buildings in rubble stone masonry with cement mortar in seismic areas: Literature review of seismic codes, technical norms and practical manuals
Schildkamp, M.; Araki, Y.
Frontiers in Built Environment, 29 Jan. 2019, Peer-reviewed
Plastic hinge relocation in reinforced concrete beams using Cu-Al-Mn SMA bars
Development of Damage-Controlled RC Beams with Super-Elastic Alloy in the Yield Hinge Region and Application to Mid-Rise Multi-Unit Apartment Buildings
Grant-in-Aid for Scientific Research (C)
Basic Section 23010:Building structures and materials-related
A performance-based design method for high-rise buildings using reduction and inverse expansion of frame models
Grant-in-Aid for Scientific Research (B)
KYOTO UNIVERSITY
Koji UETANI
From 01 Apr. 2001, To 31 Mar. 2003, Project Closed
建築骨組;性能指定設計;縮約モデル-骨組逆置換;トータル量表現;構造設計支援システム;パッシブ型ダンパー, building frame;performance based design;inverse expansion from share to full frame model;total expressions;computer aided structural design system;passive damper