Analytical solution for the kinematic response of end-bearing piles subjected to SH waves in a homogeneous layer by an improved beam-foundation model-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Analytical solution for the kinematic response of end-bearing piles subjected to SH waves in a homogeneous layer by an improved beam-foundation model

Published:2024-11 Issue: Volume:186 Page:108924
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Soffietti Franco Primo^ORCID,Turello Diego Fernando^ORCID,Pinto Federico^ORCID

Funder

Universidad Nacional de Cordoba Secretaria de Ciencia y Tecnologia

Consejo Nacional de Investigaciones Científicas y Técnicas

Secretaría de Ciencia y Técnica, Universidad de Buenos Aires

Universidad Nacional de Córdoba

Publisher

Elsevier BV

Reference58 articles.

1. Horizontal response of piles in layered soils;Gazetas;Journal of Geotechnical engineering,1984

2. Numerical analysis of kinematic response of single piles;Bentley;Can Geotech J,2000

3. A method for assessing kinematic bending moments at the pile head;de Sanctis;Earthq Eng Struct Dynam,2010

4. A model for the 3D kinematic interaction analysis of pile groups in layered soils;Dezi;Earthq Eng Struct Dynam,2009

5. Insight on kinematic bending of flexible piles in layered soil;Di Laora;Soil Dynam Earthq Eng,2012

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