Seismic Performances of Mountainous Continuous Rigid Frame Solid and Hollow Pier Railway Bridges
نویسندگان
چکیده
منابع مشابه
Computer Simulation of Buffeting Responses for Long-span Continuous Rigid-frame Bridge with Over-height Pier
The continuous rigid frame bridges are more sensitive to wind action with the increase of bridge span and pier height. In order to calculate the wind induced buffeting responses, the fluctuating wind field at bridge site are simulated by harmonic synthesis method and the wind loads are also derived based on the simplified quasi-steady theory, the time-history dynamic responses of the bridge are...
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Performance of structures during recent earthquakes shows that the effect of vertical component of earthquake (VCE) could be considered as one of the main causes of bridges collapse. In most of bridge design codes, for seismic analysis of bridges, VCE is not taken into account or a distinguished method isn’t presented for assessment of VCE. In the present work, the effect of VCE on two existing...
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Continuous rigid frame bridge is a common type of bridge in California, where is a seismically active areas. Main structural features of the bridge, including asymmetry, hinge structure, concretion of girder and piers affect the seismic response of the bridge significantly. In order to evaluate the safety of the bridge under earthquake, the nonlinear models of girder, limiting steels in hinge, ...
متن کاملthe effect of vertical component of earthquake on continuous and monolithic frame bridges
performance of structures during recent earthquakes shows that the effect of vertical component of earthquake (vce) could be considered as one of the main causes of bridges collapse. in most of bridge design codes, for seismic analysis of bridges, vce is not taken into account or a distinguished method isn’t presented for assessment of vce. in the present work, the effect of vce on two existing...
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ژورنال
عنوان ژورنال: Open Journal of Civil Engineering
سال: 2018
ISSN: 2164-3164,2164-3172
DOI: 10.4236/ojce.2018.84035