碩士[[abstract]]自錨式吊拉組合橋是一種全新的結構體系,由主梁、橋塔、主纜、斜拉索及垂直吊索所組合而成的新式橋梁,兼具了自錨式懸索橋和斜張橋的許多優點。相較於自錨式懸索橋,具有較高的抗風穩定性;又相較於自錨式斜張橋,則具有較低的橋塔高度,所以在大跨度橋梁中具有很大的發展空間。 本文針對自錨式吊拉組合橋的地震反應特性進行分析模型建立與分析探討比較,文中利用ANSYS套裝軟體,以反應譜法及歷時法,進行在堅硬、普通 ...
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