Seismic response characteristics and whiplash effect mechanism of continuous rigid-frame bridges subjected to near-fault ground motions
نویسندگان
چکیده
Continuous rigid-frame bridges (CRFBs) have been widely constructed in high seismicity areas western China. To investigate the seismic response characteristics and whiplash effect mechanism of CRFBs under near-fault ground motions, a long-span CRFB with piers is selected as prototype bridge, nonlinear finite element model developed based on OpenSees. Three groups namely having forward-directivity pulses, fling-step non-pulse, are inputs. These records intercepted using significant duration index scaled to 0.2, 0.4, 0.64 g, which respectively represent frequent, basic, rare motions. The analyzed effects bearing constraints, motion components, vertical excitation responses discussed. numerical results show that longitudinal vibration, transverse effect, uplift behavior main girder deformation CRFBs. Compared non-pulse earthquakes, structural displacements, lateral drift angles, deformations, internal forces, pounding all significantly increased pulse-like earthquakes. Spatial torsional mid-span between ends transition pier top identified. Perfectly-free fixed bearings direction not recommended for design An optimal stiffness ratio friction pendulum systems can minimize bending degree may exist. Furthermore, side-span pure closely related pier-girder consolidation form rotation piers. be tensioned strong excitation, an issue worthy attention.
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ژورنال
عنوان ژورنال: Bulletin of Earthquake Engineering
سال: 2023
ISSN: ['1573-1456', '1570-761X']
DOI: https://doi.org/10.1007/s10518-023-01672-4