Seismic performance of a pile-supported wharf: Three-dimensional finite element simulation
Abstract Considerable three-dimensional (3D) effects are involved in the seismic
performance of pile-supported wharves. Such effects include the pile-to-pile interaction …
performance of pile-supported wharves. Such effects include the pile-to-pile interaction …
Efficient uncertainty quantification of wharf structures under seismic scenarios using Gaussian process surrogate model
The scenario-based seismic assessment approach is illustrated within a large-scale pile-
supported wharf structure (PSWS). As nonlinear seismic response analysis is …
supported wharf structure (PSWS). As nonlinear seismic response analysis is …
[图书][B] Performance-based seismic bridge design
ML Marsh, SJ Stringer - 2013 - books.google.com
" TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 440,
Performance-Based Seismic Bridge Design (PBSD) summarizes the current state of …
Performance-Based Seismic Bridge Design (PBSD) summarizes the current state of …
Equivalent damping for displacement-based seismic design of pile-supported wharves with soil–pile interaction
S Gao, J Gong, Y Feng - Ocean Engineering, 2016 - Elsevier
Displacement-based seismic design methods have been used in port industry for decades.
For determining demand displacements of pile-supported wharves, the substitute structure …
For determining demand displacements of pile-supported wharves, the substitute structure …
Seismic analysis of pile in liquefiable soil and plastic hinge
Liquefaction is one of the leading seismic actions that cause extensive damage to buildings
and infrastructure during earthquakes. In many historic cases, plastic hinge formations in …
and infrastructure during earthquakes. In many historic cases, plastic hinge formations in …
Crane-wharf interaction nonlinear time-history analysis for pier E wharf at the port of long beach
O Jaradat, C Lai, A Elsadek - Ports 2013: Success through …, 2013 - ascelibrary.org
This paper discusses crane-wharf interaction analysis methodology, modeling, analysis
results, and conclusions for Pier E at the Port of Long Beach (POLB). The port is constructing …
results, and conclusions for Pier E at the Port of Long Beach (POLB). The port is constructing …
Preliminary definition of fragility curves for pile-supported wharves
C Thomopoulos, CG Lai - Journal of Earthquake Engineering, 2012 - Taylor & Francis
Significant damage has been caused by past earthquakes to pile supported wharves,
nevertheless a rigorous analytical vulnerability and risk analysis of pile-supported wharves …
nevertheless a rigorous analytical vulnerability and risk analysis of pile-supported wharves …
国内外高桩码头抗震性能和设计方法研究进展
高树飞， 贡金鑫， 冯云芬 - 水利水运工程学报, 2017 - slsy.nhri.cn
通过对高桩码头震害的分析, 阐明了高桩码头破坏的主要原因. 在此基础上, 从高桩码头抗震设计
方法, 桩 土相互作用, 斜桩和桩-上部结构连接的抗震性能等方面, 论述了国内外高桩码头抗震 …
方法, 桩 土相互作用, 斜桩和桩-上部结构连接的抗震性能等方面, 论述了国内外高桩码头抗震 …
Magnification factor for pile internal forces of pile‐supported wharves under bi‐directional ground motions
Y Feng, S Gao, F Jing - The Journal of Engineering, 2024 - Wiley Online Library
In order to determine the pile internal forces of wharf under simultaneous seismic excitation
in orthogonal horizontal directions with ease, the total internal forces can be obtained by …
in orthogonal horizontal directions with ease, the total internal forces can be obtained by …
Proposed seismic detailing criteria for piers and wharves
R Harn, TW Mays, GS Johnson - Ports 2010: Building on the Past …, 2010 - ascelibrary.org
A new ASCE standard, Seismic Design of Pile Supported Piers and Wharves, is being
developed by the Coasts, Oceans, Ports, and Rivers Institute. The standard will use …
developed by the Coasts, Oceans, Ports, and Rivers Institute. The standard will use …