STABILITY RATIO AND DYNAMIC P-ΔEFFECTS IN INELASTIC EARTHQUAKE RESPONSE-Reference-Cited by-同舟云学术

STABILITY RATIO AND DYNAMIC P-ΔEFFECTS IN INELASTIC EARTHQUAKE RESPONSE

Published:2000 Issue:527 Volume:65 Page:71-78
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:

YAMAZAKI Shinji¹,ENDO Kazuaki²

Affiliation:

1. Dept. of Architecture, Graduate School of Engineering, Tokyo Metropolitan Univ.

2. Nihon Sekkei

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/65/527/65_KJ00004087690/_pdf

Reference3 articles.

1. 11) SUN C. K. Gravity Effects on Single-DegreeInelastic System,ASCE. (1973) vol.99, no.EM1, p.183-200.

2. 12) Applied Technology Council. Tentative Provisions for the Development of Seismic Regulations for Buildings. National Bereau Standards. vol.1987,

3. 15) BERNAL D. Amlification factors for inelastic dynamic P-Δ effects in earthquake analysis. Earthquake Engineering and Structural Dynamics. (1987) vol.15, p.635-651.

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