A study on a earthquake resistant of single layer latticed domes stiffened with cables and struts.

Ikuo TATEMICI; Shiro KATO; Shoji NAKAZAWA; Takashi MINEGISHI; Yoshimichi ANMA

doi:10.11273/jssc1994.7.26_35

Ikuo TATEMICI, Shiro KATO, Shoji NAKAZAWA, Takashi MINEGISHI, Yoshimichi ANMA

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Keywords: cable, single-layer latticed dome, earthquake response analysis, acceleration response

JOURNAL FREE ACCESS

2000 Volume 7 Issue 26 Pages 35-42

DOI https://doi.org/10.11273/jssc1994.7.26_35

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Abstract

The purpose of this paper is to study on a earthquake resistant of singlelayer latticed domes stiffened with cables and struts. The roof frame is a 100-m span. A proportioning method for member sections based on second-order elastic analysis is used. And dynamic analysis are calculated by elastic linear on upper structure, and elastoplastic on lower structure time-domain analysis adopting one acceleration records of El centro-S.

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