A CONSIDERATION ON SEISMIC RESISTANT DESIGN OF LONG SPAN CABLESTAYED BRIDGES WITH LONGITUDINALLY ELASTIC SUPPORT CONDITIONS

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  • 弾性拘束を必要とする長大斜張橋の橋軸方向ばね定数設定に関する一考察
  • ダンセイ コウソク オ ヒツヨウ ト スル チョウダイ シャチョウキョウ

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Abstract

This paper deals with internal resonance between longitudinal sway mode vibration and asymmetric vibrations of the girder for long span cable-stayed bridges. The seismic behavior is investigated by means of seismic response analyses using the response spectrum method on the cable-stayed bridge model with a center span of 800m.

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