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Yukihiro Harada
Yukihiro Harada
Verified email at faculty.gs.chiba-u.jp
Title
Cited by
Cited by
Year
Seismic design of flexible-stiff mixed frame with energy concentration
Y Harada, H Akiyama
Engineering Structures 20 (12), 1039-1044, 1998
411998
Design of wide-flange section column-to-split-tee tensile connection with high-strength bolts
Y Harada, K Morita
Journal of structural engineering 133 (3), 335-346, 2007
182007
Development of courseware for introduction of nonlinear frame analysis using free scientific software package
Y Harada
Computer Applications in Engineering Education 12 (4), 224-231, 2004
152004
Structural behaviour of RHS column-to-H beam connection with high strength bolts
Y Harada, K Morita
International Journal of Steel Structures 2 (2), 111-121, 2002
152002
Structural performance of web plate of h-section member-to-split-tee tensile connection with high-strength bolts
Y Harada, K Ebato, K Morita
日本建築学会構造系論文集, 123-130, 2007
132007
Component-based method for quasi-static cyclic behaviour of steel joints
S Oliveira, R Costa, A Shahbazian, C Rebelo, Y Harada, LS da Silva
Journal of Constructional Steel Research 181, 106551, 2021
102021
Three-dimensional macro-modeling of beam-to-rectangular hollow section column joints under cyclic loading. Part 1: Modeling of cyclic out-of-plane behavior of single isolated …
Y Harada, LS da Silva
Journal of Constructional Steel Research 162, 105713, 2019
102019
Ductile steel knee brace with built-in comb-shaped seismic damper
S Honma, K Ebato, Y Harada
Journal of Constructional Steel Research 184, 106765, 2021
92021
Estimate of overturning of rigid bodies with energy spectrum
H Akiyama, J Iyama, Y Harada
J. Struct. Constr. Eng., AIJ, 49-55, 1996
91996
Evaluation of local rotational stiffness and strength of beam-to-column connection reinforced by increasing column thickness
K Fujita, Y Harada, K Morita
TUBULAR STRUCTURES-INTERNATIONAL SYMPOSIUM- 9, 483-492, 2001
82001
Approach to macro-modeling of 3D tubular column-to-beam joint: An extension of component method for joint modelling
Y Harada, LS da Silva
Connections in Steel Structures VIII 1, 163-172, 2016
72016
Structural performance of flange plate of H-section member-to-split-T tensile connection with high-strength bolts
Y Harada, K Ebato, A Nomoto, K Morita
Journal of Structural and Con struction Engineering, Transactions of AIJ …, 2003
72003
Structural Behaviors of H-section Weak Axis Column to H-Section Beam Connection with High Strength Bolts
K Ebato, A Nomoto, Y Harada, K Morita
Journal of Structural and Construction Engineering (Transactions of AIJ) 596 …, 2005
52005
Three-dimensional macro-modeling of beam-to-rectangular hollow section column joints under cyclic loading. Part 2: Modeling of beam-to-column joint by extended component-based …
Y Harada, LS da Silva
Journal of Constructional Steel Research 162, 105714, 2019
42019
Experimental study on repair and modification of beam-to-column connection in steel building.
Y Harada, SM Jung, K Morita
Journal of Structural and Construction Engineering, 97-104, 2002
42002
Study on fracture behavior of electroslag welded joints by beam-to-welded box column subassemblage connection
YH SONG, T ISHII, H SHIMOKAWA, T SUZUKI, Y KAYAMORI, Y HARADA, ...
STEEL CONSTRUCTION ENGINEERING 17 (68), 68_85-68_100, 2010
32010
Out-of-Plane Behavior of Column Skin Plate in RHS Column-to-Split-T Tensile Connection with High-Strength Bolts
Y HARADA, H NAKAGAWA, K MORITA
日本建築学会構造系論文集, 173-180, 2003
32003
A decoupled T-stub component model for the cyclic modelling of steel joints
S Oliveira, R Costa, AF Santos, LS da Silva, Y Harada, V Piluso
Journal of Constructional Steel Research 209, 108044, 2023
22023
Development of Corrugated Sheet Shear Walls with Large Deformation Capacity for Residential Cold-Formed Steel Framing
H Tanaka, Y Kawai, S Tounai, R Kanno, Y Harada
10th Pacific Structural Steel Conference (PSSC 2013), 206-211, 2013
22013
Study on fracture behavior of electroslag welded joints using cruciform model joints
YH Song, H Shimokawa, T Ishii, T Suzuki, Y Kayamori, Y Harada, K Morita
STEEL CONSTRUCTION ENGINEERING 16 (64), 64_49-64_63, 2009
22009
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