Evolution of Design Method Against Random Waves Statistical Properties and Spectral of Sea Waves Transformation and Deformation of Random Sea Waves Design of Breakwaters Design of Coastal Dikes and Seawalls Probabilistic Design of Harbor Facilities Harbor Tranquility and Vessel Mooring Hydraulic Model Tests with Random Waves Theoretical Description of Random Sea Waves Statistical Theory of Irregular Waves Techniques of Random Wave Analysis 2D Computation of Wave Transformation with Random Breaking and Nearshore Currents Statistical Analysis of Extreme Waves Prediction and Control of Beach Deformation Processes.

Random seas and design of maritime structures

Preparing the books to read every day is enjoyable for many people. However, there are still many people who also don't like reading. This is a problem. But, when you can support others to start reading, it will be better. One of the books that can be recommended for new readers is dynamics and modelling of ocean waves. This book is not kind of difficult book to read. It can be read and understand by the new readers.

Dynamics and Modelling of Ocean Waves

Wake modeling of wind turbines using machine learning

Prediction and reconstruction of ocean wave heights based on bathymetric data using LSTM neural networks

Numerical study on the stochastic response of a long-span sea-crossing bridge subjected to extreme nonlinear wave loads

Assessment of random wave pressure on the construction cofferdam for sea-crossing bridges under tropical cyclone

The assessment of wave conditions is a primary task for the design, construction, and structural analysis of sea-crossing bridge. This article presents a numerical simulation and a field measuremen...

Numerical simulation of wave conditions in nearshore island area for sea-crossing bridge using spectral wave model:

Typhoon-induced wind and wave can interrupt the operation and even threaten the safety of moving vehicles and bridges. However, the typhoon-induced maximum wind speed and maximum wave height are not coincident in time. Hence, it is a critical issue to include the time lag in the hazard model of wind and wave conditions for bridges. This paper adopts the concept of the pair-copula decomposed model to develop a trivariate joint probability model of typhoon-induced maximum wind speed, maximum wave height and their time lag. Pingtan Strait, where a sea-crossing bridge is being built, is taken as the example site. Considering the long-term measured wind and wave conditions under typhoons are not available, 58 tropical cyclones from 1990 to 2018 that influenced the example site are selected. The typhoon-induced maximum wind speed, wave height and their time lag at the example site are simulated using the validated SWAN + ADCIRC coupled numerical model. The trivariate joint probability modeling of wind, wave and time lag was carried out based on the simulated data. The trivariate environmental surfaces with the 50-year and 100-year return periods were finally obtained by the inverse first-order reliability method. The results show that more than 50% of typhoons have the maximum wind lagged behind the maximum wave at the example site. The higher typhoon-induced maximum wind speed and wave height tend to occur simultaneously. Two-parameter Weibull distribution is suitable to fit the distribution of the maximum wind speed and wave height, and the GEV distribution is ideal for the distribution of time lag. According to the trivariate environmental surface, neglecting the time lag might slightly overestimate the demand of the wind and wave loads. This study is of particular interest to the researchers and engineers in developing the metocean conditions.

Zilong Ti

Papers

Numerical study on the stochastic response of a long-span sea-crossing bridge subjected to extreme nonlinear wave loads

Assessment of random wave pressure on the construction cofferdam for sea-crossing bridges under tropical cyclone

Numerical simulation of wave conditions in nearshore island area for sea-crossing bridge using spectral wave model:

Trivariate joint probability model of typhoon-induced wind, wave and their time lag based on the numerical simulation of historical typhoons

Estimation of the significant wave height in the nearshore using prediction equations based on the Response Surface Method