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Analysis and design for inelastic structural response of extended pile shaft foundations in laterally spreading ground during earthquakes

机译：地震作用下横向扩展地基中扩扩竖井基础的非弹性结构响应分析与设计。

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作者
Khosravifar, Arash;
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作者单位

University of California Davis;

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授予单位 University of California Davis;
学科
学位 Ph.D.
年度 2012
页码 310 p.
总页数 310
原文格式 PDF
正文语种 eng
中图分类
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1. Seismic response prediction and variable importance analysis of extended pile-shaft-supported bridges against lateral spreading: Exploring optimized machine learning models [J] . Wang Xiaowei, Li Zequn, Shafieezadeh Abdollah Engineering Structures . 2021,第Juna1期

机译：延伸桩轴支撑桥梁防止横向扩散的地震响应预测及可变性重视分析：探索优化的机器学习模型
2. Fractional order optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefiable and laterally spreading ground [J] . Wang Xiaowei, Ye Aijun, Shafieezadeh Abdollah, Soil Dynamics and Earthquake Engineering . 2019,第MAY期

机译：可液化和横向扩展地基中扩建桩轴支撑桥梁概率地震需求模型的分数阶最优强度测度
3. Fractional order optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefiable and laterally spreading ground [J] . Wang Xiaowei, Ye Aijun, Shafieezadeh Abdollah, Soil Dynamics and Earthquake Engineering . 2019,第May期

机译：液体和横向蔓延地延伸桩轴支撑桥概率抗震需求建模的分数阶阶阶次幂措施
4. The Effects of Long-Duration Subduction Earthquakes on Inelastic Behavior of Bridge Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading [C] . Jonathan Nasr, Arash Khosravifar Geotechnical earthquake engineering and soil dynamics conference . 2018

机译：长期俯冲地震对液化引起横向扩展的桥梁桩基础非弹性行为的影响
5. The earthquake response of bridge pile foundations to liquefaction induced lateral spread displacement demands. [D] . Amiri, Sharid Khan. 2008

机译：桥梁桩基础对液化引起的横向扩展位移要求的地震响应。
6. Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response [O] . Bingxiang Yuan, Rui Chen, Jun Teng, -1

机译：被动桩对3D地面变形和主动桩响应的影响
7. Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis: shaking in the direction of ground flow [O] . Cubrinovski M., Uzuoka R., Sugita H., 2008

机译：通过3-D土水耦合动力分析预测桩对横向扩展的响应：沿地流方向的振动
8. Pile Foundations in Liquuefied and Laterally Spreading Ground During Earthquakes: Centrifuge Experiments and Analyses. Final Report [R] . Boulanger, R. W., Kutter, B. L., Brandenberg, S. J., 2003

机译：地震期间Liquuefied和横向扩展地基桩基础：离心机实验与分析。总结报告

Analysis and design for inelastic structural response of extended pile shaft foundations in laterally spreading ground during earthquakes

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