EVALUATION METHOD OF SHEAR CAPACITY OF RC REGION IN HYBRID BEAMS WHERE STEEL IS EMBEDDED IN RC REGION AT BEAM ENDS

Author:

SINGH Ravi1,SATO Yukihiro1,SASAKI Hitoshi2,KONO Susumu3

Affiliation:

1. Technology Development Division, Fujita Corporation

2. Central Research Laboratory, Daiwa House Industry Company Limited

3. Institute of Innovative Research, Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Reference39 articles.

1. 1) Tominaga, H., Murai, Y., Takase, Y., Sakaguchi, N., Ogawa, Y.: Strength and ductility of frames composed of RC columns and Steel beams – Part 1 Outline of structural system and planning of tests, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, StructureⅡ, pp. 1427-1428, 1986. 8 (in Japanese)

2. 2) Sasaki, H.: Development and Industrialization of Hybrid Structure with RC Columns and Steel Beams, The Kenchiku Gijutsu, No. 724, pp. 62-69, 2010. 5 (in Japanese)

3. 3) Sasaki, H., Mikame, A., Yoshino, T., and Matsudo, M.: Mixed Structural Systems of Precast Concrete Columns and Steel Beams, Proceedings of the Japan Concrete Institute, Vol. 13, No. 2, pp. 679-684, 1991 (in Japanese)

4. 4) Sasaki, H., Kubota, T., Mikame, A., Yamamoto, T. and Kanoh, Y.: Shear Resistance Mechanism of Interior Steel-Beam to RC-Column Joints, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 461, pp. 133-142, 1994. 7 (in Japanese)(DOI: https://doi.org/10.3130/aijs.59.133 )

5. 5) Sasaki, H., Sato, Y. and Takamori, N.: Experimental Study on Subassemblages Consisting of Steel Beams and RC Column using Band Plates and Cover Plates – Part 1, Outline of Experiments on Beam-Column Subassemblages, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, StructureⅢ, pp. 1207-1208, 2008. 9 (in Japanese)

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