SEISMIC RESPONSE AND ESTIMATION FOR STATIC SEISMIC LOADS FOR LATTICED DOMES SUPPORTED WITH BRACES OF DETERIORATION IN STRESS-STRAIN RELATIONSHIP DUE TO BUCKLING-Reference-Cited by-同舟云学术

SEISMIC RESPONSE AND ESTIMATION FOR STATIC SEISMIC LOADS FOR LATTICED DOMES SUPPORTED WITH BRACES OF DETERIORATION IN STRESS-STRAIN RELATIONSHIP DUE TO BUCKLING

Published:2006 Issue:608 Volume:71 Page:69-76
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:

NAKAZAWA Shoji¹,SAITO Keita²,KATO Shiro¹

Affiliation:

1. Dept. of Arch, and Civil Eng., Toyohashi Univ. of Tech.

2. Research Institute of Architecture

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/71/608/71_KJ00004393186/_pdf

Reference7 articles.

1. 3) KATO S. Two-Mode Based Estimation of Equivalent Seismic Loads and Static Estimation of Dynamic Response of Reticular Domes Supported by Ductile Substructures. Journal of IASS. (2006) vol.47, p.35-52.

2. 10) WILSON E. L. A replacement for the SRSS method in seismic analysis. Earthquake Engineering and Structural Dynamics. (1981) vol.9, no.2, p.187-192.

3. DYNAMIC COLLAPSE CHARACTERISTICS OF SINGLE LAYER RETICULAR DOMES WITH SUBSTRUCTURE ABSORBING SEISMIC ENERGY DUE TO STRONG EARTHQUAKE MOTIONS

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