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• W2115766584 abstract "This paper investigates the planar rocking response of an array of free-standing columns capped with a freely supported rigid beam in an effort to explain the appreciable seismic stability of ancient free-standing columns which support heavy epistyles together with the even heavier frieze atop. Following a variational formulation the paper concludes to the remarkable result that the dynamic rocking response of an array of free-standing columns capped with a rigid beam is identical to the rocking response of a single free-standing column with the same slenderness; yet with larger size – that is a more stable configuration. Most importantly, the study shows that the heavier the freely supported cap-beam is (epistyles with frieze atop), the more stable is the rocking frame regardless the rise of the center of gravity of the cap-beam; concluding that top-heavy rocking frames are more stable than when they are top-light. This “counter intuitive” finding renders rocking isolation a most attractive alternative for the seismic protection of bridges with tall piers; while its potential implementation shall remove several of the concerns associated with the seismic connections of prefabricated bridges." @default.
• W2115766584 created "2016-06-24" @default.
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• W2115766584 date "2014-07-11" @default.
• W2115766584 modified "2023-09-26" @default.
• W2115766584 title "Seismic Response and Stability of the Rocking Frame" @default.
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• W2115766584 doi "https://doi.org/10.1007/978-3-319-06394-2_15" @default.
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