Closed-form formulation for the response of single floating piles to lateral dynamic loads-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Closed-form formulation for the response of single floating piles to lateral dynamic loads

Published:2022-12 Issue: Volume:152 Page:105042
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zheng Changjie,Kouretzis George,Luan Lubao,Ding Xuanming

Funder

China Academy of Space Technology

National Natural Science Foundation of China

Natural Science Foundation of Fujian Province

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference66 articles.

1. Dynamic analysis of a laterally loaded pile in a transversely isotropic multilayered half-space;Ai;Eng. Anal. Bound. Elem.,2015

2. Axial kinematic response of end-bearing piles to P waves;Anoyatis;Int. J. Numer. Anal. Methods Geomech.,2013

3. Kinematic Winkler modulus for laterally-loaded piles;Anoyatis;Soils Found.,2017

4. Dynamic pile impedances for laterally–loaded piles using improved Tajimi and Winkler formulations;Anoyatis;Soil Dyn. Earthq. Eng.,2017

5. Quasi-static bending of a cylindrical elastic bar partially embedded in a saturated elastic half-space;Apirathvoraku;Int. J. Solids Struct.,1980

Cited by 19 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analytical approach for lateral dynamic responses of offshore wind turbines supported by cement-soil composite steel pipe pile embedded in gassy marine sediment layer;Applied Mathematical Modelling;2024-12

2. A new analytical solution for horizontal vibration of floating pile in saturated soil based on FSSP method;Soil Dynamics and Earthquake Engineering;2024-12

3. Effects of seabed flexibility on the seismic responses of offshore piles considering water-pile-soil interaction;Ocean Engineering;2024-09

4. Novel analytical approach for vertical dynamic response of floating pile groups based on a fictitious soil pile model;Soil Dynamics and Earthquake Engineering;2024-08

5. A unified depth-dependent soil mode function for horizontal response of single floating piles in layered soil using improved Tajimi’s model;Computers and Geotechnics;2024-08

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号京ICP备18003416号-3