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Author

Dapeng Mei

Bio: Dapeng Mei is an academic researcher from Southwest Jiaotong University. The author has contributed to research in topics: Cofferdam & Bridge (interpersonal). The author has an hindex of 2, co-authored 4 publications receiving 18 citations.

Papers
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Journal ArticleDOI
TL;DR: In this paper, a real cofferdam for sea-crossing bridge was used to measure the random wave pressure during Typhoon Dujuan in 2015, and the first order diffraction theory is used to calculate the wave pressure numerically.

20 citations

Journal ArticleDOI
Zilong Ti1, Kai Wei1, Shunquan Qin1, Yongle Li1, Dapeng Mei1 
TL;DR: In this article, the authors present a numerical simulation and a field measuremen to assess wave conditions for the design, construction, and structural analysis of a sea-crossing bridge.
Abstract: 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...

18 citations

Journal ArticleDOI
Kai Wei1, Feng Zhang1, Mingjin Zhang1, Dapeng Mei1, Shunquan Qin1 
TL;DR: In this paper, an alternative dynamic simulation framework for floating towers is presented, where long-span bridges suspended from floating towers are a promising design concept to cross the strait with deep water depth.
Abstract: Long-span bridges suspended from floating towers are a promising design concept to cross the strait with deep water depth. This paper presents an alternative dynamic simulation framework for floati...

5 citations

Journal ArticleDOI
TL;DR: In this paper , a multivariate statistical sensitivity analysis strategy is proposed to enhance the feasibility for the construction process and the completed structural state of long-span cable-stayed bridges, where a uniform test design is first incorporated into the equivalent marginal distribution problem in statistics to characterise the parameter variations, and parameter significance testing is employed to identify the significant structural parameters.

Cited by
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Book
01 Jan 1985
TL;DR: 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.
Abstract: 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.

436 citations

01 Nov 2016
TL;DR: In this article, a book that can be recommended for new readers is dynamics and modelling of ocean waves, which is not kind of difficult book to read and can be read and understand by the new readers.
Abstract: 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.

306 citations

Journal ArticleDOI
TL;DR: In this article, a framework to investigate the stochastic response of a long-span sea-crossing bridge under extreme nonlinear wave loads was proposed based on the combined use of the spectral wave model MIKE21 SW, the 3D diffraction theory hydrodynamic solver AQWA and the structural analysis tool ANSYS.

46 citations

Journal ArticleDOI
TL;DR: In this paper, a wave flume experimental program was conducted to investigate wave loads on the elevated pile cap of pile foundation for sea-crossing bridges, and two specimen configurations including isolated cap and cap with pile group were set up with different clearance heights.

33 citations

Journal ArticleDOI
Chen Fang1, Yongle Li1, Kai Wei1, Jingyu Zhang1, Chunming Liang1 
TL;DR: In this article, a wind-wave-vehicle-bridge dynamic analysis model for sea-crossing railway bridges is presented. But the model is limited to the case of a single railway bridge.
Abstract: The sea-crossing railway bridge is exposed to a high risk of wind and wave, which threatens the safety of the bridge and railway. A wind–wave–vehicle–bridge dynamic analysis model for sea-crossing ...

28 citations