Monocolumn composite bucket foundation is a new type of offshore wind energy foundation.Its bearing characteristics under shallow bedrock conditions and complex geological conditions have not been extensively studied....Monocolumn composite bucket foundation is a new type of offshore wind energy foundation.Its bearing characteristics under shallow bedrock conditions and complex geological conditions have not been extensively studied.Therefore,to analyze its bearing characteristics under complex conditions-such as silty soil,chalky soil,and shallow bedrock-this paper employs finite element software to establish various soil combination scenarios.The load-displacement curves of the foundations under these scenarios are calculated to subsequently evaluate the horizontal ultimate bearing capacity.This study investigates the effects of shallow bedrock depth,the type of soil above the bedrock,the thickness of layered soil,and the quality of layered soil on the bearing characteristics of the monocolumn composite bucket foundation.Based on the principle of single-variable control,the ultimate bearing capacity characteristics of the foundation under different conditions are compared.The distribution of soil pressure inside and outside the bucket wall on the compressed side of the foundation,along with the plastic strain of the soil at the base of the foundation,is also analyzed.In conclusion,shallow bedrock somewhat reduces foundation bearing capacity.Under shallow bedrock conditions,the degree of influence on foundation bearing capacity characteristics can considerably vary on different upper soils.The thickness of each soil layer and the depth to bedrock in stratified soils also affect the bearing capacity of the foundation.The findings of this paper provide a theoretical reference for related foundation design and construction.In practice,the bearing performance of the foundation can be enhanced by improvingthe soil quality in the bucket,adjusting the penetration depth,adjusting the percentage of different types of soil layers in the bucket,and applying other technical construction methods.展开更多
针对目前海上风电出力预测方法精度较低的问题,提出一种基于词向量化和长短期记忆网络(word to vector long short-term memory,Word2vec-LSTM)与聚类修正的海上风电出力预测方法。对Word2vec方法进行改进来提取时间序列数据特征,实现...针对目前海上风电出力预测方法精度较低的问题,提出一种基于词向量化和长短期记忆网络(word to vector long short-term memory,Word2vec-LSTM)与聚类修正的海上风电出力预测方法。对Word2vec方法进行改进来提取时间序列数据特征,实现数据信息的高效利用;在长短期记忆神经网络的预测模型基础上,研究了一种基于k-shape聚类结果的预测结果修正算法,对预测结果距离聚类中心超过阈值的数值判定为预测误差偏大的数据并向簇中心进行修正。最后,基于江苏某海上风电场的真实数据进行测试,结果表明,基于Word2vec-LSTM与聚类修正的海上风电出力预测方法的平均绝对误差(mean absolute error,MAE)和均方根误差(root mean square error,RMSE)达到5.04和5.42,相比传统LSTM预测模型的误差平均降低了11.10%和12.25%,为海上风电并网与电网调控提供了技术支持。展开更多
考虑到海上浮式风机(floating offshore wind turbine,FOWT)因存在整体晃动导致背景响应强烈,在频域上有时表现为激励频率,且随激励频率的变化而变化,在使用传统调谐质量阻尼器(tuned mass damper,TMD)对其进行振动控制时出现频率失调...考虑到海上浮式风机(floating offshore wind turbine,FOWT)因存在整体晃动导致背景响应强烈,在频域上有时表现为激励频率,且随激励频率的变化而变化,在使用传统调谐质量阻尼器(tuned mass damper,TMD)对其进行振动控制时出现频率失调和效果不佳等现象,该研究设计并提出了一种带碰撞的磁流变弹性体变刚度调谐质量阻尼器(magnetorheological elastomer-pounding tuned mass damper,MRE-PTMD)对FOWT实施半主动控制。在该控制装置中,利用MRE的刚度可调特性,通过半主动控制技术实现阻尼器频率的实时调节,保持对FOWT的最优控制,同时引入限位挡板对MRE材料加以保护并实现碰撞耗能。以驳船型FOWT为例,建立了包含控制装置的17自由度动力方程,对其在风浪联合作用下的减振性能及参数影响进行了研究,并与传统TMD进行了对比。结果表明,所提控制装置能通过对结构响应的实时追踪适时调节阻尼器的控制参数,相比传统TMD有更佳的减振性能和适应性。参数分析表明,增大阻尼器质量比是提升MRE-PTMD工作性能的有效途径,通过对阻尼器质量比及碰撞参数的合理设计可在不过多影响减振效果的情况下实现对MRE的保护及控制装置小型化。展开更多
文摘Monocolumn composite bucket foundation is a new type of offshore wind energy foundation.Its bearing characteristics under shallow bedrock conditions and complex geological conditions have not been extensively studied.Therefore,to analyze its bearing characteristics under complex conditions-such as silty soil,chalky soil,and shallow bedrock-this paper employs finite element software to establish various soil combination scenarios.The load-displacement curves of the foundations under these scenarios are calculated to subsequently evaluate the horizontal ultimate bearing capacity.This study investigates the effects of shallow bedrock depth,the type of soil above the bedrock,the thickness of layered soil,and the quality of layered soil on the bearing characteristics of the monocolumn composite bucket foundation.Based on the principle of single-variable control,the ultimate bearing capacity characteristics of the foundation under different conditions are compared.The distribution of soil pressure inside and outside the bucket wall on the compressed side of the foundation,along with the plastic strain of the soil at the base of the foundation,is also analyzed.In conclusion,shallow bedrock somewhat reduces foundation bearing capacity.Under shallow bedrock conditions,the degree of influence on foundation bearing capacity characteristics can considerably vary on different upper soils.The thickness of each soil layer and the depth to bedrock in stratified soils also affect the bearing capacity of the foundation.The findings of this paper provide a theoretical reference for related foundation design and construction.In practice,the bearing performance of the foundation can be enhanced by improvingthe soil quality in the bucket,adjusting the penetration depth,adjusting the percentage of different types of soil layers in the bucket,and applying other technical construction methods.
文摘针对目前海上风电出力预测方法精度较低的问题,提出一种基于词向量化和长短期记忆网络(word to vector long short-term memory,Word2vec-LSTM)与聚类修正的海上风电出力预测方法。对Word2vec方法进行改进来提取时间序列数据特征,实现数据信息的高效利用;在长短期记忆神经网络的预测模型基础上,研究了一种基于k-shape聚类结果的预测结果修正算法,对预测结果距离聚类中心超过阈值的数值判定为预测误差偏大的数据并向簇中心进行修正。最后,基于江苏某海上风电场的真实数据进行测试,结果表明,基于Word2vec-LSTM与聚类修正的海上风电出力预测方法的平均绝对误差(mean absolute error,MAE)和均方根误差(root mean square error,RMSE)达到5.04和5.42,相比传统LSTM预测模型的误差平均降低了11.10%和12.25%,为海上风电并网与电网调控提供了技术支持。
文摘考虑到海上浮式风机(floating offshore wind turbine,FOWT)因存在整体晃动导致背景响应强烈,在频域上有时表现为激励频率,且随激励频率的变化而变化,在使用传统调谐质量阻尼器(tuned mass damper,TMD)对其进行振动控制时出现频率失调和效果不佳等现象,该研究设计并提出了一种带碰撞的磁流变弹性体变刚度调谐质量阻尼器(magnetorheological elastomer-pounding tuned mass damper,MRE-PTMD)对FOWT实施半主动控制。在该控制装置中,利用MRE的刚度可调特性,通过半主动控制技术实现阻尼器频率的实时调节,保持对FOWT的最优控制,同时引入限位挡板对MRE材料加以保护并实现碰撞耗能。以驳船型FOWT为例,建立了包含控制装置的17自由度动力方程,对其在风浪联合作用下的减振性能及参数影响进行了研究,并与传统TMD进行了对比。结果表明,所提控制装置能通过对结构响应的实时追踪适时调节阻尼器的控制参数,相比传统TMD有更佳的减振性能和适应性。参数分析表明,增大阻尼器质量比是提升MRE-PTMD工作性能的有效途径,通过对阻尼器质量比及碰撞参数的合理设计可在不过多影响减振效果的情况下实现对MRE的保护及控制装置小型化。
