工程科学学报 Chinese Journal of Engineering 非均质土中海上风电单桩基础动力响应特性 孔德森刘一邓美旭李亚洲 Dynamic response characteristics of an offshore,wind-power monopile foundation in heterogeneous soil KONG De-sen,LIU Yi.DENG Mei-xu,LI Ya-zhou 引用本文： 孔德森，刘一，邓美旭，李亚洲.非均质土中海上风电单桩基础动力响应特性.工程科学学报，2021,43(5)：710-719.doi: 10.13374j.issn2095-9389.2020.03.19.004 KONG De-sen,LIU Yi,DENG Mei-xu,LI Ya-zhou.Dynamic response characteristics of an offshore,wind-power monopile foundation in heterogeneous soil[J].Chinese Journal of Engineering,2021,43(5):710-719.doi:10.13374/j.issn2095- 9389.2020.03.19.004 在线阅读View online:https::/doi.org10.13374.issn2095-9389.2020.03.19.004 您可能感兴趣的其他文章 Articles you may be interested in 冲刷深度对海上风电塔地震动力响应的影响分析 Analysis of the influence of scour depth on the dynamic response of offshore wind turbine towers under earthquake action 工程科学学报.2019,41(10：1351 https:ldoi.org/10.13374.issn2095-9389.2019.01.20.001 考虑土-结构相互作用的运转状态风电塔抗震分析 Seismic response analyses of a wind turbine under operating conditions considering soil-structure interaction 工程科学学报.2017,399：1436 https:1doi.org10.13374.issn2095-9389.2017.09.018 高海拔寒区岩质边坡变形破坏机制研究现状及趋势 Review and prospects for understanding deformation and failure of rock slopes in cold regions with high altitude 工程科学学报.2019,41(11：1374htps:/doi.org10.13374.issn2095-9389.2019.05.07.004 基于SHPB的不同含水状态砂岩动态响应 Dynamic response of sandstones with different water contents based on SHPB 工程科学学报.2017,3912：1783htps:/doi.org/10.13374.issn2095-9389.2017.12.002 软土地基堤围稳定性计算方法 Calculation method of stability of soft soil foundation embankment 工程科学学报.2019,41（⑤：573htps:/oi.org10.13374.issn2095-9389.2019.05.003 剧烈瓦斯爆炸隧道洞口致损机理 Damage mechanism of tunnel portal subjected to severe gas explosion 工程科学学报.2018,40(12：1476 https:/1doi.org/10.13374j.issn2095-9389.2018.12.005非均质土中海上风电单桩基础动力响应特性 孔德森 刘一 邓美旭 李亚洲 Dynamic response characteristics of an offshore, wind-power monopile foundation in heterogeneous soil KONG De-sen, LIU Yi, DENG Mei-xu, LI Ya-zhou 引用本文: 孔德森, 刘一, 邓美旭, 李亚洲. 非均质土中海上风电单桩基础动力响应特性[J]. 工程科学学报, 2021, 43(5): 710-719. doi: 10.13374/j.issn2095-9389.2020.03.19.004 KONG De-sen, LIU Yi, DENG Mei-xu, LI Ya-zhou. Dynamic response characteristics of an offshore, wind-power monopile foundation in heterogeneous soil[J]. Chinese Journal of Engineering, 2021, 43(5): 710-719. doi: 10.13374/j.issn2095- 9389.2020.03.19.004 在线阅读 View online: https://doi.org/10.13374/j.issn2095-9389.2020.03.19.004 您可能感兴趣的其他文章 Articles you may be interested in 冲刷深度对海上风电塔地震动力响应的影响分析 Analysis of the influence of scour depth on the dynamic response of offshore wind turbine towers under earthquake action 工程科学学报. 2019, 41(10): 1351 https://doi.org/10.13374/j.issn2095-9389.2019.01.20.001 考虑土-结构相互作用的运转状态风电塔抗震分析 Seismic response analyses of a wind turbine under operating conditions considering soil-structure interaction 工程科学学报. 2017, 39(9): 1436 https://doi.org/10.13374/j.issn2095-9389.2017.09.018 高海拔寒区岩质边坡变形破坏机制研究现状及趋势 Review and prospects for understanding deformation and failure of rock slopes in cold regions with high altitude 工程科学学报. 2019, 41(11): 1374 https://doi.org/10.13374/j.issn2095-9389.2019.05.07.004 基于SHPB的不同含水状态砂岩动态响应 Dynamic response of sandstones with different water contents based on SHPB 工程科学学报. 2017, 39(12): 1783 https://doi.org/10.13374/j.issn2095-9389.2017.12.002 软土地基堤围稳定性计算方法 Calculation method of stability of soft soil foundation embankment 工程科学学报. 2019, 41(5): 573 https://doi.org/10.13374/j.issn2095-9389.2019.05.003 剧烈瓦斯爆炸隧道洞口致损机理 Damage mechanism of tunnel portal subjected to severe gas explosion 工程科学学报. 2018, 40(12): 1476 https://doi.org/10.13374/j.issn2095-9389.2018.12.005