非線形応答値を特徴指標とした探索的な設計地震動の合成手法の鉄筋コンクリート橋脚モデルに対する適用性の考察
スポンサーリンク
概要
- 論文の詳細を見る
A scheme for generating the design input motion is validated through numerical simulations. The characteritic of a ground motion is described by nonlinear response values of structural systems which have flucutuation in parameters. The input motion is generated by searching an appropriate wave in the information geometry space, which is a space of probability density distributions. The scheme is applied to a RC bridge pier model. The results show that the scheme gererate appropriate design input motion.It is also found that a sensitivity of the scheme to initial and other conditions is high.
- Japan Society of Civil Engineersの論文
Japan Society of Civil Engineers | 論文
- Free in-plane vibration of nonuniform arches with various shapes of axis and initial loads.
- Geometrically nonlinear analysis of nonuniform arches of any shape.
- STUDY ON THE OPTIMUM SIZE OF RAILWAY SLEEPER FOR BALLASTED TRACK
- Geometrically and materially nonlinear analysis of nonprismatic arches of any shape.
- タイトル無し