Review of Numerical Models for Studying the Dynamic Response of Deep Foundations for the Design and Project of Wind Turbines
Author:
Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-319-92273-7_12
Reference37 articles.
1. Abhinav KA, Saha N (2015) Coupled hydrodynamic and geotechnical analysis of jacket offshore wind turbine. Soil Dyn Earthq Eng 73:66–79
2. Álamo GM, Martínez-Castro AE, Padrón LA, Aznárez JJ, Gallego R, Maeso O (2016) Efficient numerical model for the computation of impedance functions of inclined pile groups in layered soils. Eng Struct 126:379–390
3. Anastasopoulos I, Theofilou M (2016) Hybrid foundation for offshore wind turbines: Environmental and seismic loading. Soil Dyn Earthq Eng 80:192–209
4. Arany L, Bhattacharya S, Macdonald JHG, Hogan J (2015) A critical review of serviceability limit state requirements for monopile foundations of offshore wind turbines. In: offshore technology conference, Houston, Texas, USA
5. Bhattacharya S, Nikitas N, Garnsey J, Alexander NA, Cox J, Lombardi D, Muir Wood D, Nash DFT (2013) Observed dynamic soil-structure interaction in scale testing of offshore wind turbine foundations. Soil Dyn Earthq Eng 54:47–60
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