Seismic design of flexible-stiff mixed frame with energy concentration

Engineering Structures

Volumn 20, Issue 12, 1998, Pages 1039-1044

  Harada, Yukihiro ^a   Akiyama, Hiroshi ^b  

^a YOKOHAMA NATIONAL UNIVERSITY   (Japan)

^b UNIVERSITY OF TOKYO   (Japan)

Author keywords

Flexible stiff mixed frame; Hysteretic damper; Viscous damper

Indexed keywords

DAMPING; EARTHQUAKE RESISTANCE; ELASTICITY; FLEXIBLE STRUCTURES; STIFFNESS; STRUCTURAL DESIGN;

ENERGY CONCENTRATION; FLEXIBLE-STIFF MIXED FRAME;

STRUCTURAL FRAMES;

EID: 0032327212     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00201-0     Document Type: Article

References (6)

1. Akiyama, H. Earthquake-Resistant Limit-State Design for Buildings. University of Tokyo Press, Tokyo, 1985.
2. Akiyama, H. Prediction for seismic responses of flexible-stiff mixed structures with energy concentration in the first story, Journal of Structural and Construction Engineering (Transactions of AIJ), 1989, 400, 77-84 (in Japanese).
3. Uno, T., Yabe, K. & Kato, M. Study on first story energy concentrated steel structure with flexible-stiff mixed frames (Part 1)-(Part 8). Summaries of Technical Papers of Annual Meeting C, AIJ, 981-996 (in Japanese), 1987.
4. Ultimate Strength and Deformation Capacity of Buildings in Seismic Design, Architectural Institute of Japan (1990) (in Japanese).
5. Stanley, R. C. Response of multistory frames with combined stiff-flexible members to strong earthquakes, M. Eng. dissertation, Univ. of Tokyo, 1988.
6. Harada, Y. Seismic design of multi-story frame with energy concentration, Dr. Eng. dissertation, Univ. of Tokyo (in Japanese), 1995.