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Combined with a three-span continuous semi-supported and tied steel truss arch-bridge, structures of different joints were discussed. 結郃一座正在建設的三跨連續中承式系杆鋼桁拱橋的“丁”字型接頭,對比了不同結搆形式接頭的搆造。
In this thesis, taking a long-span continuous steel truss beam arch bridge as the project background, the buffeting problems of the bridge at operational state are studied. 以廣州新光大橋爲例,研究軟弱分層土、較軟分層土、較硬分層土和巖石地基與群樁相互作用下大跨度連續剛架鋼桁拱橋動力特性以及地震響應。
Through analysis and comparisons, the hugest risk of the bridge exists in the construction process of deepwater foundation, continuous steel truss and box-girder slide shuttering forms. 經過分析與比較,東新贛江特大橋深水基礎、連續鋼桁梁、箱梁移動模架的施工過程風險最大。