Experimental studies on seismic behaviour of columns and interior beam-column joints which used 200MPA fiber-reinforced concrete

8th US National Conference on Earthquake Engineering 2006

Volumn 9, Issue , 2006, Pages 5401-5410

  Sugano, S ^a   Kimura, H ^b   Shirai, K ^c  

^a HIROSHIMA UNIVERSITY   (Japan)

^b TAKENAKA CORPORATION   (Japan)

^c Research and Development Center   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BEAM-COLUMN JOINTS; EXPERIMENTAL STUDIES; FIBER-REINFORCED CONCRETES; LATERAL FORCE; LATERAL REINFORCEMENT; SEISMIC BEHAVIOR; SEISMIC BEHAVIOUR; UNI-AXIAL COMPRESSION;

CIVIL ENGINEERING; COLUMNS (STRUCTURAL); ENGINEERING GEOLOGY;

REINFORCED CONCRETE;

EID: 84865855511     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (9)

1. Architectural Institute of Japan, 1999. Design Guidelines for Earthquake Resistant Reinforced Concrete Buildings Based on Inelastic Displacement Concept. (in Japanese).
2. Iwakura, S., et al., 2003. Experiments of Ultra-high-strength Reinforced Concrete Beam-Column Joints, Summary of Technical Papers of Annual Meeting, Architectural Institute of Japan (in Japanese).
3. Joko, T., Sugano, S., Kimura, H. and Shimoyama, Y., 2004. Experimental Studies on Restoring Force Characteristics of Columns Which Used Ultra-high-strength Concrete, Proceedings of the Japan Concrete Institute, vol.26. (in Japanese).
4. Joko, T., Sugano, S., Kimura, H. and Shirai, K., 2005. Experimental Studies on Restoring Force Characteristics of Beam-Column Joints Which Used 200MPa Ultra-high-strength Concrete, Proceedings of the Japan Concrete Institute, vol.27. (in Japanese).
5. Kimura, H., et al., 1989. Experimental Studies on Beam-Column Joints Which Used High-strength Concrete, Proceedings of the Japan Concrete Institute, vol.11. (in Japanese).
6. Kitakaze, N., Sugano, S., Kimura, H. and Katagiri, M., 2003. Experimental Studies on Axial Compression Characteristics of Columns Which Used Ultra-high-strength Concrete, Proceedings of the Japan Concrete Institute, vol.25. (in Japanese).
7. Maruta, M., et al., 2004. Behaviors of Beam-Column Joints Which Used 170MPa Concrete, Proceedings of the Japan Concrete Institute, vol.26. (in Japanese).
8. Nakazawa, H., et al., 2001. Development of Ultra-high Strength (Fc=120N/mm2) Reinforced Concrete Structures, Summary of Technical Papers of Annual Meeting, Architectural Institute of Japan (in Japanese).
9. Torii, T., et al., 2003. Experimental Studies on Reinforced Concrete Beam-Column Joints Which Used Ultra-high-strength Materials, Summary of Technical Papers of Annual Meeting, Architectural Institute of Japan (in Japanese).