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Dynamic Response of Pile-cap Structure Under Random Sea Wave Action
2015
Procedia Engineering
Based on Pierson-Moscowitz (P-M) sea wave spectrum and linear wave theory, this paper presents the techniques for simulating random wave action on slender piles of pile-cap structure in coastal engineering, and discusses the dynamic response of pile-cap structure under random wave action using Finite Element (FE) method. In this study, a full FE model of a realistic pile-cap structure of a sea platform is established. The dynamic time-history analysis of the structure under the random sea wave
doi:10.1016/j.proeng.2015.08.338
fatcat:457dl3xpwvhw7hikdpz3bjftzi