自升式海上风电安装船的模型试验分析研究

主要阐述了具备自航能力的自升式海上风电安装船在船型设计阶段的模型试验和计算分析,为相似船型和类似海洋工程装备的设计研究提供了参考.     

四跨混凝土连续刚构桥预应力损失时效分析

根据《公路钢筋混凝土及预应力混凝土桥涵设计规范》（JTG D62—2004）和美国AASHTO LRFD桥梁设计规范提供的混凝土徐变系数和收缩应变计算公式,运用Midas/Civil软件对比分析了贵州赫章特大桥在不同阶段下预应力损失及其对主梁变形的影响。结果表明,按2种规范计算得到的预应力管道摩阻损失基本相同,由锚具变形、弹性压缩和预应力筋应力松弛引起的预应力损失,AASHTO LRFD规范计算值略大于JTG D62—2004,然而由于2种规范在混凝土徐变、收缩计算公式上的不同,按照AASHTO LRFD规范计算由混凝土徐变收缩引起的预应力损失和主梁变形较JTG D60—2004大。     

基于Freescale S12单片机的路面附着系数测试系统

路面附着系数与行车安全性密切相关。设计了一种基于Freescale S12单片机控制的路面附着系数测试系统。该系统针对路面附着系数测试系统的需求,以滑移率与路面附着系数间的关系为依据,将MC9S12DG128B单片机作为控制核心,对信号采集系统和信号调理单元输出的信号进行相应计算处理,最终将测得的路面附着系教发送至数据显示单元。试验结果表明,设计的路面附着系数测试系统具有结构简单、测量精度高、实用性强及人机交互功能强等优点,具有一定的实际应用价值。     

桥梁抗风设计、风洞试验及抗风措施

桥梁应具有抵抗风作用的能力,特别是大跨度桥梁,其柔性较大,设计时必须考虑颤振、抖振、涡激振动等空气动力问题,通过抗风设计、风洞试验、抗风措施来确定桥梁风荷载和抗风性能是大跨度柔性桥梁抗风研究的主要手段。     

浅析地铁车站设计

地铁车站设计是一个综合性很强的工作,要与线路、行车、信号、通风空调等专业紧密相关,各个专业之间的优化组合对于降低地铁车站造价有着非常重要的作用。详细介绍了地铁车站的平面布局设计,合理的车站布局设计,可以有效减少地铁的工程建设费用。     

土堤式挡风墙加高挡板稳定性分析及研究

在强风以及沙粒共同冲击作用的条件下,为了确定既有土堤式挡风墙加高挡板在各风速下的固定形式,寻找其在风沙两相流情况下的一种安全埋深计算方法。应用数值模拟软件对不同风速下加高挡板周围流场进行分析,探讨流场规律。分别计算风荷载与沙荷载作用下加高挡板的受力,并计算其支座反力,最终确定其在极限条件下埋置深度的近似计算方法,为铁路安全运行与防风沙设计提供参考与依据。     

Efficient optimization design method of jacket structures for offshore wind turbines

With the gradual implementation of offshore wind energy production, the future tendency is to expand into the deeper water. The jacket foundations will take the place of the present monopile foundations when the water depth increases. The foundations account for the majority of the construction cost for offshore wind farms, and the structural optimization of jackets will bring lucrative economic benefits. Structural optimization is a complex iterative process that requires huge computing costs. Therefore, this paper proposes a structural optimization method based on surrogate models to solve this problem effectively and swiftly obtain optimized design schemes of lightweight jackets for offshore wind turbines. The structural responses of jacket wind turbine systems under the equivalent static extreme loads with a recurrence period of 50 years are mainly considered in structural optimization design, and the key optimization variables of jackets are determined by parameter sensitivity analysis. The finite element models of jackets are transformed into surrogate models, and the genetic algorithm is employed to optimize the surrogate models directly. The optimized jackets are additionally verified through coupled dynamic analysis, besides, buckling strength and fatigue life are also checked. And local refined optimizations are carried out for the failure members. According to the optimized design schemes of lightweight jackets for 30 m, 50 m and 70 m water depths, it is demonstrated that the structural optimization design method is adequate and efficient for jackets of wind turbines. Parameter sensitivity analysis can cut the number of optimization variables in half to improve the optimization efficiency. Furthermore, the application of surrogate models can significantly speed up the optimization process by saving about 98.61% of the original time consumed. The optimization design method of the jackets for offshore wind turbines proposed in this paper is suitable for practical engineering, with high precision and efficiency.