MAXIMUM GLOBAL PERFORMANCE DESIGN FOR VARIABLE CRITICAL EXCITATIONS-Reference-Cited by-同舟云学术

MAXIMUM GLOBAL PERFORMANCE DESIGN FOR VARIABLE CRITICAL EXCITATIONS

Published:2001 Issue:539 Volume:66 Page:63-69
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:

TAKEWAKI Izuru¹

Affiliation:

1. 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/66/539/66_KJ00004102315/_pdf

Reference18 articles.

1. 1) KOBORI T. Structural control for large earthquakes. Proc. of IUTAM Symposium. (1996) p.3-28.

2. 2) DRENICK R. F. Model-free design of aseismic structures. J.Engng.Mech.Div.,ASCE. (1970) vol.96, no.EM4, p.483-493.

3. 3) SHINOZUKA M. Maximum structural response to seismic excitations. J. Engng. Mech. Div., ASCE. (1970) vol.96, no.EM4, p.483-493.

4. 4) YANG J. N. Maximum dynamic response and proof testing. J. Engng. Mech. Div., ASCE. (1971) vol.97, no.EM4, p.1307-1313.

5. 8) KOSAKA I. Inelastic Response Constrained Design of Shear Buildings via Elastic Response Constrained Design. Proc. 9WCEE. (1989) vol.5, p.965-970.

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