A prospect for future earthquake-resistant design

Engineering Structures

Volumn 20, Issue 4-6, 1998, Pages 447-451

  Akiyama, H ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

Base isolated structure; Earthquake resistant design; Flexible stiff mixed structure; Structural performance

Indexed keywords

BUILDINGS; DYNAMIC RESPONSE; EARTHQUAKES; STRUCTURAL DESIGN;

BASED ISOLATED STRUCTURE; FLEXIBLE STIFF MIXED STRUCTURE;

EARTHQUAKE RESISTANCE;

DESIGN; EARTHQUAKE RESPONSE;

BASE ISOLATION; SEISMIC DESIGN; STRUCTURAL RESPONSE;

EID: 0032055741     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00016-3     Document Type: Article

References (8)

1. 'Recommendation for the design of base isolated buildings', Architectural Institute of Japan, 1993
2. Akiyama, H. 'Earthquake-resistant limit-state design for buildings', University of Tokyo Press, 1985
3. Iwata, M. 'Damage-Level controlling design method', J. Architect. Building Sci., 1994, 109, (135)
4. Uno, T., Yabe, K. and 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, Architectural Institute of Japan, 1987
5. Akiyama, H. 'Prediction for seismic responses of flexible-stiff mixed structures with energy concentration in the first story', J. Struct. Constr. Engng, Architectural Institute of Journal, 1989 (400)
6. Thujii, T., Takayama, M., Ogura, K., Tsujita, O. and Kimura, Y. 'Estimation of the elasto-plastic earthquake response of frames with damping members (Part 1), (Part 2)', Summaries of Technical Papers of Annual Meeting B, Architectural Institute of Japan, 1994
7. Harada, Y. and Akiyama, H. 'Seismic design of flexible-stiff mixed frame with energy concentration', J. Struct. Constr. Engng, Architectural Institute of Japan, 1995 (472)
8. s - value for damage-dispersing type multi-story frames,' J. Trans. AIJ, 1984 (340)