A Study on the Calculation Method of Wave Crest Height and Panel Wave Force of a New Barrel-Pile Foundation Composite Structure Wharf
Due to the depletion of near-shore resources and the complex environment of offshore deep-water open port construction, a new barrel-pile foundation composite structure wharf is proposed. In order to provide technical support for the engineering design and application of the new structure, research...
Main Authors: | Longzai Ge, Hanbao Chen, Songgui Chen, Haiyuan Liu |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-01-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/12/3/1060 |
Similar Items
-
Experimental Investigation of Dynamic Response of Pile-Supported Wharf in Liquefiable Ground Under Wave Action
by: BI Jianwei, SU Lei, XIE Libo, ZHANG Yu, LING Xianzhang
Published: (2023-11-01) -
Nonlinear static analysis of a pile-supported wharf
by: E. ZACCHEI, et al.
Published: (2019-11-01) -
Upgrading the Seismic Capacity of Pile-Supported Wharfs Using Semi-Active Liquid Column Gas Damper
by: Reza Dezvareh
Published: (2020-01-01) -
Experimental study on the damage characteristic and assessment of transverse bent frame of high-piled wharf under impact load
by: Yonglai Zheng, et al.
Published: (2023-04-01) -
Simplified Method for Nonlinear Seismic Response Analysis of Corroded Pile-Supported Wharf
by: Afif Navir Refani, et al.
Published: (2023-10-01)