PERFORMANCE-BASED DESIGN FOR A BUILDING SUBJECT TO DESIGN EARTHQUAKES WITH NON-MONOTONIC ENVELOP DISPLACEMENT SPECTRA-Reference-Cited by-同舟云学术

PERFORMANCE-BASED DESIGN FOR A BUILDING SUBJECT TO DESIGN EARTHQUAKES WITH NON-MONOTONIC ENVELOP DISPLACEMENT SPECTRA

Published:2003 Issue:569 Volume:68 Page:127-133
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

NAGANO Yasuyuki¹,OKAMOTO Tatsuo²,TSUJI Masaaki³,UETANI Koji⁴

Affiliation:

1. Structural Engineering Section Building Design Dept., Takenaka Corporation

2. Building Design Dept., Takenaka Corporation

3. Dept. of Architecture and Design, Faculty of Eng. and Design, Kyoto Institute of Technology

4. Dept. of Architecture and Architectural Systems, Graduate School of Eng., Kyoto University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/68/569/68_KJ00004089259/_pdf

Reference11 articles.

1. 1) NAKAMURA Tsuneyoshi. Earthquake-Response Constrained Design of Pile-Supported Elastic Shear Buildings for Site-Dependent Response Spectra. Proc. 9WCEE, Tokyo-Kyoto, Japan, 1988.8. (1988) vol.V, p.1043-1048.

2. 3) CHENG F. Y. Nonlinear Optimal Design of Dynamic Damped Frames. Proc. ASCE, ST3. (1976) vol.102, p.609-627.

3. 4) AUSTIN Mark A. Design of Seismic-Resistant Friction-Braced Frames. J. Struct. Engng., ASCE. (1985) vol.111, no.12, p.2751-2769.

4. 6) TSUJI M. Optimum Design Method for High-Rise Building Frame with Viscous Dampers. Proc. of 12th WCEE, New Zealand, 2000.1. (2000) vol.0754,

5. 7) Wiegel Editor. Earthquake Engineering. Prentice Hall. (1970) p.403-424.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. OPTIMUM DESIGN OF BASE-ISOLATED STRUCTURES WITH ONE-DEGREE-OF FREEDOM APPROXIMATION;Journal of Structural and Construction Engineering (Transactions of AIJ);2004