Seismic Response Analysis of Pier in Deep Water with Wave Effect

Ling Ling Jia; Yang Han

doi:10.4028/www.scientific.net/AMR.163-167.4072

Paper Titles

Seismic Response Analysis of Unequal Altitude Double-Tower Connecting Structure with the Changes of Connecting Beam Location
p.4043

Parameter Identification and Numerical Analysis of Shaking Table Tests on Liquefiable Soil-Structure-Interaction
p.4048

The Vibration Affects the Adjacent Sensitive Building and its Control Countermeasures
p.4058

Simulation of Flow past Cable with Upper Rivulet on its Surface and Investigation of the Cable Dynamics
p.4064

Seismic Response Analysis of Pier in Deep Water with Wave Effect
p.4072

Studies and Improvements on Modal Pushover Analysis and Application on Bridge
p.4076

Numerical Simulation on Wave Forces Acting on Superstructure of Twin-Decks Bridge
p.4083

The Application of Increment-Dimensional Blocks PIM on the Base-Isolated Structure
p.4089

Time History Analysis of the Non-Symmetrical Special-Shaped Column Structure on Multi-Dimensional Seismic
p.4095

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Seismic Response Analysis of Pier in Deep Water...

Seismic Response Analysis of Pier in Deep Water with Wave Effect

Abstract:

In order to study the dynamic of the pier under seismic and wave action , based on fluid mechanics principle , A FEM model and dynamic equation was established by nonlinear Morison equation. Considering both the effect of added mass of water and the coupling effect of fluid and structure, the Newmark-β method is applied to solve the coupling equation. The results are compared with the simplified linear algorithm. By the numeric analysis, the pier response is studied and analysed deeply under earthquake and wave force effect.