Recent Design Approaches for Passively Controlled Structures-Reference-Cited by-同舟云学术

Recent Design Approaches for Passively Controlled Structures

Published:2016-02-01 Issue:1 Volume:11 Page:118-124
ISSN:1883-8030
Container-title:Journal of Disaster Research
language:en
Short-container-title:J. Disaster Res.

Author:

Takeuchi Toru,

Abstract

This study reviews and discusses several recent design approaches for passively controlled structures. First, an optimized arrangement method for the energy dissipation members (EDMs) of various infrastructures is introduced. Next, seismic isolation and passive control techniques for freeform space structures are discussed. Finally, research on various spine-frame concepts with EDMs is reviewed. All these approaches are being introduced to actual structural design, and recent examples are reported here.

Publisher

Fuji Technology Press Ltd.

Subject

Engineering (miscellaneous),Safety, Risk, Reliability and Quality

Reference11 articles.

1. Y. Ookouchi, T. Takeuchi, T. Uchiyama, K. Suzuki, T. Sugiyama, T. Ogawa, and S. Kato, “Experimental Studies of Tower Structures with Hysteretic Dampers,” Journal of the International Association for Shell and Spatial Structures, Vol.47, No.3, pp. 229-236, 2006.

2. S. Nakazawa, H. Murakami, S. Kato, Y. Ookouchi, T. Takeuchi, and R. Shibata, “Study on a Retrofit Method of Telecommunication Steel Towers using Buckling Restrained Braces – Application of Grid Computing System for Optimum Device Arrangement Based on a Genetic Algorithm,” Journal of Structure and Constructional Engineering, AIJ, No.604, pp. 79-86, 2006 (in Japanese).

3. T. Takeuchi, Y. Kinouchi, R. Matsui, and T. Ogawa, “Optimal Arrangement of Energy- Dissipating Members for Seismic Retrofitting of Truss Structures American Journal of Engineering and Applied Sciences 2015,” Vol.8, No.4, pp. 455-464 DOI: 10.3844/ajeassp.2015.455.464, 2015.

4. M. Fujimoto and T. Takeuchi, “Report on Great East Japan Disaster Building Series Vol.3: Structural Damage to Shell and Spatial Structures,” Architectural Institute of Japan, 2014.

5. K. Narita, T. Takeuchi, and R. Matsui, “Seismic Performance of School Gymnasia with Steel Roofs Supported by Cantilevered RC Walls Frames,” Proceedings of 5ACEE (Taipei), 2014.