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Seismic Performance of a Rocking Pile Group Supporting a Bridge Pier
Publisher: American Society of Civil Engineers
Abstract: Recent research has shown that full mobilization of foundation bearing capacity may be beneficial in terms of structural integrity—especially in the case of seismic motions that exceed the design limits. Full mobilization ...
Seismic Performance of a Rocking Pile Group Supporting a Bridge Pier
Publisher: American Society of Civil Engineers
Abstract: Recent research has shown that full mobilization of foundation bearing capacity may be beneficial in terms of structural integrity—especially in the case of seismic motions that exceed the design limits. Full mobilization ...
Nonlinear Response of Deep Immersed Tunnel to Strong Seismic Shaking
Publisher: American Society of Civil Engineers
Abstract: Critical for the seismic safety of immersed tunnels is the magnitude of deformations developing in the segment joints, as a result of the combined longitudinal and lateral vibrations. Analysis and design against such ...
Train-Induced Vibrations on Urban Metro and Tram Turnouts
Publisher: American Society of Civil Engineers
Abstract: In contrast to standard track, where train-induced vibrations are mainly related to track irregularities, the dynamic response of turnouts is dominated by the nonuniform geometry of wheel-rail contact and variations in ...
Numerical and Experimental Assessment of Advanced Concepts to Reduce Noise and Vibration on Urban Railway Turnouts
Publisher: American Society of Civil Engineers
Abstract: The short service life of rail turnouts and the related noise and vibration disturbance, are directly related to their dynamic distress. Especially in the case of urban rail systems, such problems are amplified due to the ...
Real-Time Seismic Damage Assessment of Various Bridge Types Using a Nonlinear Three-Stage Least Squares Approach
Publisher: ASCE
Abstract: In the event of a strong earthquake, the motorway administrator will likely have to interrupt network operations to inspect potentially damaged bridges. Although continuing operation without inspection may be dangerous for ...
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