Art

J-GLOBAL ID：202002271670476208   Reference number：20A1994902

COMPARISON OF BEAM-COLUMN JOINT PERFORMANCE IN A SUBASSEMBLY AND IN A FRAME

部分組立およびフレームにおける柱梁接合部挙動の比較

Author (4)： SHEGAY Alex V. (Tohoku Univ. Graduate School of Engineering) ,  NISHIDA Tomoyasu (Tohoku Univ. Graduate School of Engineering) ,  KAGAWA Hiroki (Tohoku Univ. Graduate School of Engineering) ,  MAEDA Masaki (Tohoku Univ. Graduate School of Engineering)
Material： コンクリート工学年次論文集(CD-ROM)  (Proceedings of the Japan Concrete Institute (CD-ROM))
Volume： 42  Page： ROMBUNNO.2046  Publication year： Jul. 15, 2020 
JST Material Number： Y0507B  ISSN： 2424-0281  Document type： Proceedings
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *reinforced concrete structure ,  *beam-column connection ,  axial load ,  frame (machine element) ,  horizontal load ,  load deformation relation ,  crack propagation ,  failure mode (mechanics) ,  rigidity ,  axial force ,  shear strength ,  mechanical property ,  strength

JST classification (1)： Concrete structures  (RA04030A)

Reference (4)：

• Fujiwara, K., Kusuhara, F., & Shiohara, H., “Analysis on ultimate strength of reinforced concrete exterior beam-column joints by experimental database (in Japanese),” Proceedings of the Japan Concrete Institute Conference, vol. 33, no. 2, pp. 367-372, 2011.
• Nishida, T., Suzuki, Y., & Maeda, M., “変動軸力の大きさが接合部降伏するト形柱梁接合部の破壊性状及び 構造性能に与える影響に関する実験的検討,” in JCI Conference Proceedings, 2019, vol. 41, no. 2, pp. 253-258.
• American Concrete Institute (ACI), “Building Code Requirements for Structural Concrete and Commentary, ACI 318-14.” ACI 318-14, Naples, FL, 2014.
• Shiohara, H. & Kusuhara, F., “The next generation seismic design for reinforced concrete beam-column joints,” in Tenth U.S. National Conference on Earthquake Engineering, 2014.

Terms in the title (3)： 組立 ,  柱梁接合部 ,  挙動