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This paper assesses the seismic reliability of single degree of freedom rocking structures subjected to near-fault excitations within a probabilistic framework. In this c [...]
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Traditionally, the traffic and the seismic dynamics have been considered independently when analyzing the seismic response of bridges. Given the ever increasing traffic v [...]
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Traditionally, frequencies and other modal characteristics of existing bridges are measured with vibration sensors installed at multiple locations along the bridge. Howev [...]
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Deck-abutment contact, during earthquake excitation, might alter the boundary conditions at the deck level and activate a mechanical behavior unforeseen during the design [...]
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Rocking motion implies that a structure under seismic loading exhibits rigid body rotation around pre-defined pivot points. Its stability primarily relies on utilizing th [...]
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Rocking action offers a favorable seismic isolation effect that relieves the structure from deformation and damage during strong earthquakes. A complete description of th [...]
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The deck-abutment contact (e.g. pounding) during earthquake shaking often triggers the rotation of the deck. Contact at the deck level might alter dramatically the effect [...]
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This paper investigates the seismic behavior of an interacting train-bridge system. The study models the three dimensional vehicle as a multibody assembly. Each component [...]
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Rocking as a means of seismic isolation relies on utilizing the rotational inertia of the structure through (purposely) activated dynamic motion (i.e. rigid body rotation [...]
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Dimitrakopoulos, E.
Skew bridges with separation/expansion joints are one of the most common types of existing bridges worldwide. Earthquake reconnaissance reports indicate that skew bridges [...]
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