Papers - SATO Atsushi
-
EXPERIMENTAL RESEARCH OF ULTRA-HIGH-STRENGTH BOLTED FRICTION JOINTS USING FAIL-SAFE STEEL Reviewed
Atsushi SATO, Hiroaki SUZUKI, Yuuji KIMURA
Journal of Structural Engineering 66B 169 - 176 2020.03
Authorship：Lead author Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan
-
Experimental study of steel beam-to-column connections with bolted joints where the dissipative zone is the panel zone Invited Reviewed International journal
Atsushi Sato, Yohei Koyama, Hideki Idota, Yuki Sato, Shigeharu Yagi, Sunao Takaki, Manabu Kamada
Steel Construction 13 ( 1 ) 22 - 29 2020.02
Authorship：Lead author Language：English Publishing type：Research paper (scientific journal) Publisher：Ernst & Sohn (Wiley)
-
Shear Resistance Mechanisms of High-Penalized Sheet Walls with Burring Holes Reviewed
Yoshimichi KAWAI, Shigeaki TOHNAI, Hiroyuki KAIBARA, Atsushi SATO, Tetsuro ONO
Journal of Structural and Construction Engineering (Transaction of AIJ) 85 ( 768 ) 275 - 285 2020.02
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan
DOI： 10.3130/aijs.85.275
-
CYCLIC LOADING TEST OF HSS BEAM-COLUMN UNDER ONE END BIAXIAL BENDING MOMENT Invited International journal
Takeshi ONOGI, Atsushi SATO
The 21th Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures (SEEBUS) 184 - 193 2019.12
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：SEEBUS 2019
-
DEEP WIDE-FLANGE COLUMN TESTING UNDER COMBINED LOADING CONDITION Invited International journal
Shimpei Yoshioka, Atsushi Sato, Takeshi Onogi
The 21th Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures (SEEBUS) 194 - 202 2019.12
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：SEEBUS 2019
-
FULL-SCALE TESTING OF CORRUGATED STEEL SHEET SHEAR WALLS WITH HOLLOW STRUCTURAL SECTION STUDS Invited International journal
Takuto Serikawa, Atsushi Sato
The 21th Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures (SEEBUS) 78 - 86 2019.12
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：SEEBUS 2019
-
EXPERIMENTAL STUDY ON SQUARE STEEL TUBULAR COLUMNS UNDER COMPRESSIVE FORCE WITH ONE END CYCLIC BIAXIAL BENDING MOMENT Reviewed International journal
Takeshi ONOGI, Atsushi SATO, Shimpei Yoshioka
The XII Conference on Steel and Composite Construction 3 ( 5-6 ) 404 - 414 2019.11
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：Ernst & Sohn
DOI： 10.1002/cepa.1215
-
Experimental Study on Deep-Column Subject to Compressive Axial Force with One End Cyclic Bending Moment Reviewed International journal
Shimpei Yoshioka, Atsushi Sato, Takeshi Onogi
The XII Conference on Steel and Composite Construction 3 ( 5-6 ) 203 - 212 2019.11
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：Ernst & Sohn
DOI： 10.1002/cepa.1195
-
EXPERIMENTAL STUDY OF THE MOMENT RESISTING FRAME SYSTEMS ASSEMBLED BY HIGH-STRENGTH BOLTS Reviewed International journal
Atsushi Sato, Honoka Kitagawa
The 12th Pacific Structural Steel Conference 2019.11
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：The 12th Pacific Structural Steel Conference
-
STEEL SHEET SHEAR WALLS WITH BURRING HOLES FOR LOW- TO MID-RISE HOUSINGS Reviewed International journal
Yoshimichi Kawai, Shigeaki Tohnai, Shinichiro Hashimoto, Atsushi Sato, Tetsuro Ono
The 12th Pacific Structural Steel Conference 2019.11
Language：English Publishing type：Research paper (international conference proceedings) Publisher：The 12th Pacific Structural Steel Conference
-
EXPERIMENTAL STUDY ON BEAM-COLUMN SUBJECT TO COMPRESSIVE AXIAL FORCE WITH ONE END MONOTONIC BENDING MOMENT Reviewed International journal
The 12th Pacific Structural Steel Conference 2019.11
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：The 12th Pacific Structural Steel Conference
-
Effects of Cross-rails on Steel Sheet Shear Walls with Burring Holes Shear Stiffness and Large Deformation Behavior Reviewed
Yoshimichi Kawai, Shigeaki Tohnai, Honami Nishizawa, Atsushi Sato, Tetsuro Ono
Journal of Structural and Construction Engineering 84 ( 763 ) 1281 - 1291 2019.09
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan
DOI： 10.3130/aijs.84.1281
-
Experimental study of beam-to-column connection with bolted joints Reviewed International journal
Yohei KOYAMA, Atsushi SATO, Hideki IDOTA, Yuki SATO, Shigeharu YAGI, Sunao Takaki, Manabu KAMADA
Stability and Ductility of Steel Structures 2019 638 - 645 2019.09
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：CRC Press Taylor & Francis Group
-
Experimental study on square steel tubular columns under compressive force with biaxial bending moment -In case of end bending moment ratio equal to 0.0 and loading direction equal to 45 degrees- Reviewed International journal
Takeshi ONOGI, Atsushi SATO
Stability and Ductility of Steel Structures 2019 872 - 881 2019.09
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：CRC Press Taylor & Francis Group
-
Design limitations for the steel beam-column to ensure full plastic moment Reviewed International journal
Atsushi SATO, Masahiro AOYAMA, Kenta INDEN, Tetsuro ONO, Kazuya MITSUI
Stability and Ductility of Steel Structures 2019 963 - 971 2019.09
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：CRC Press Taylor & Francis Group
-
Steel Sheet Shear Walls with Burring Holes for Low- to Mid-Rise Housings Reviewed International journal
Yoshimichi Kawai, Shigeaki Tohnai, Shinichiro Hashimoto, Atsushi Sato, Tetsuro Ono
The Evolving Metropolis: Addressing Structural Affordability, Durability, and Safety 2781 - 2787 2019.09
Language：English Publishing type：Research paper (international conference proceedings) Publisher：IABSE Congress New York City
-
SHEAR RESISTANCE MECHANISMS OF STEEL SHEET WALLS WITH BURRING HOLES Shear stiffness and large deformation behavior Reviewed
Yoshimichi KAWAI, Shigeaki TOHNAI, Hiroshi TANAKA, Atsushi SATO, Tetsuro ONO
Journal of Structural and Construction Engineering 84 ( 757 ) 437 - 446 2019.03
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan
DOI： 10.3130/aijs.84.437
-
In-plane Instability of the Steel Column under Combined Loading Condition Invited International journal
Atsushi Sato, Masahiro Aoyama, Kenta Inden, Kazuya Mitsui,
The 20th Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures 211 - 219 2018.11
Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings) Publisher：SEEBUS 2018
-
CONTINUOUS HIGH-PANELIZED STEEL SHEET SHEAR WALLS WITH BURRING HOLES AND THE EFFECT OF VERTICAL SLITS Reviewed
Yoshimichi KAWAI, Kazunori FUJIHASHI, Shigeaki TOHNAI, Atsushi SATO, Tetsuro ONO
AIJ Journal of Technology and Desig 24 ( 58 ) 1041 - 1046 2018.10
Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan
In-line continuous high-panelized shear walls containing steel sheets with vertically aligned burring holes with at least one vertical slit every 0.91-m-wide are employed in buildings in seismically active regions. The purpose of this study is to clarify the shear resistance mechanisms of the walls with and without vertical slits. The wall that receives the shear force allows shear stress to concentrate in the intervals between the holes. All intervals between the holes were simultaneously deformed and the buckling areas were restricted by the use of ring-shaped burring ribs. The post-buckling behavior was dependent on the shapes of the tension field. The effect of vertical slits involved maintaining wall strength stable in the inelastic region. The formulas of the allowable design strength and the indexes of ultimate state strength after shear buckling were developed.
DOI： 10.3130/aijt.24.1041
-
Structural Performace Evaluation of square Steel Tubular Column Under Compressive axial Force with Bending Moment Reviewed
Atsushi SATO, Kenta INDEN, Kazuya MITSUI
Journal of Structural and Construction Engineering 83 ( 751 ) 1365 - 1372 2018.09
Authorship：Lead author Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan
DOI： 10.3130/aijs.83.1365
