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VolF11Šª
”NF 2002”N
•ÅF 1433-1438•Å
’˜ŽÒi˜ajF ŽR‰Ô@–LC‘å’Ë@‹v“NC’J–ì@—mˆê
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ŒfÚŽGŽi‰pjF THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
’˜ŽÒi‰pjF Yutaka Yamahana, Hisanori Otsuka, Yoichi Tanino
ƒ^ƒCƒgƒ‹i‰pjF ANALYTICAL STUDY ON THE DYNAMIC EARTHQUAKE RESPONSE OF COMPOSITE ARCH BRIDGE
´˜^i‰pjF The tubular steel arch member of the concrete arch bridge, which is constructed by the concrete lapping method with pre-erected composite arches, is evaluated only for erection. In this study, by changing the hinge type into the rigid type of this tubular steel member at the springing, it is shown that the tubular steel can be evaluated as the member after bridge completing. It is aimed to establish composite arch structure that is excellent in cost and construction. In this paper, the result of the analytical investigation for composite arch bridges that have medium large span length on seismic performance in the level 2 earthquake (it is to say L2 earthquake: large scale earthquake whose outbreak frequency is very rare) is mainly described.
ƒL[ƒ[ƒhi‰pjF Composite Arch, Seismic Design, Nonlinear Dynamic Analysis
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