DYNAMIC BEHAVIOR OF TOWER OF THE MEGAMI BRIDGE UNDER CONSTRUCTION BY TYPHOON NO.0306

The Megami Bridge is one of the longest cable-stayed bridges in Japan with a center span length of 480m and tower of 170m in height. The balancing girder erection method using inclined and vertical bents and tuned mass damper (TMD) are adopted in order to prevent the occurrence of topographic featur...

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Veröffentlicht in:	Doboku Gakkai Ronbunshuu F 2007, Vol.63(3), pp.417-425
Hauptverfasser:	KITAHARA, Yuuichi, UEDA, Hiroyuki, WATANABE, Takeyasu, TAKAHASHI, Kazuo
Format:	Artikel
Sprache:	eng ; jpn
Schlagworte:	aeroelastic stability cable-stayed bridge dynamic behavior TMD tower
Online-Zugang:	Volltext
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