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  1. 工学部
  2. 学術雑誌掲載論文 (工学部)

A METHOD FOR THE EVALUATION OF THE PERIOD AND THE DAMPING RATIO OF CONTINUOUS GIRDER-PIER-FOUNDATION SYSTEM

http://hdl.handle.net/10458/6688
http://hdl.handle.net/10458/6688
13f30c31-0222-47b7-9c88-dfc6a9acb0dc
名前 / ファイル ライセンス アクション
method__harada.pdf 本文 (599.5 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2020-06-21
タイトル
タイトル A METHOD FOR THE EVALUATION OF THE PERIOD AND THE DAMPING RATIO OF CONTINUOUS GIRDER-PIER-FOUNDATION SYSTEM
言語 en
言語
言語 eng
資源タイプ
資源タイプ journal article
著者 原田, 隆典

× 原田, 隆典

WEKO 13413

en 原田, 隆典

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Wilson, Gorges

× Wilson, Gorges

WEKO 29278

en Wilson, Gorges

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内容記述タイプ Abstract
内容記述 The prediction of the fundamental period and the damping ratio of a superstructure-pier-foundation system is of importance in seismic design of bridges. An analytical approach, based on a simple linear superstructure of mass and height supported by a rigid embedded foundation with mass and mass moment of inertia and having swaying and rocking motions, has been described. Although the model used in this study is simple, a concept of equivalent complex spring and equivalent input motion of a soil foundation-pier system has been presented. This concept makes it possible to assess the effects of dynamic soil-structure interaction on seismic responses of bridges and, in conjunction with the virtual displacement method, to obtain a simple procedure of predicting the fundamental period and the damping ratio of continuous girder-pier-foundation systems of a bridge. The validity of the proposed method is examined by the dynamic analysis of a multi-degree-of-freedom system.
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p. 137-145
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出版タイプ VoR
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