对铁岭市银州路和广裕街交叉口改建工程的评价

重点从平面交叉口工程设计、交通安全设施、壮观和谐等三个方面对铁岭市银州路和广裕街平面交叉口工程进行评价。     

水泥稳定碎石基层防裂措施分析

通过对水泥稳定碎石基层几种防裂措施进行实地调查分析,并对其抗裂效果进行分析,供公路有关部门参考。     

风积砂填筑路基施工质量控制

通过工程实践,介绍采用风积砂填筑路基的施工工艺和质量控制过程。     

反渗透技术在高硬度高含盐量地下水中的应用研究

针对某地高含盐量高硬度地下水的特点,选择BW30-4040复合膜,采用二级反渗透工艺系统对其进行处理,以期达到内燃机车冷却水标准.试验考察了操作压力对产水量、脱盐率、回收率的影响,并根据溶解—扩散理论模型对实验结果进行了分析.通过运行试验,分析研究了与膜性能密切相关的主要参数的变化,并对膜的结垢倾向进行了分析.该系统的成功运行对广大西北铁路地区内燃机车冷却水的处理具有一定的借鉴作用.     

公路网络路线布局优化的双层规划模型及算法研究

首先分析了省、市级公路网布局的特点和要求,然后通过将连续变量离散化、引入双层规划模型,建立了适合省、市级公路网络的路线布局双层规划模型。最后研究了模型的求解算法,将模拟退火算法应用于公路网络路线布局优化问题中,应用V isual Basic 6.0语言开发了相应的算法程序。     

拱座台阶基础基底应力计算

依据基础变形协调条件和文可尔假定,提出了拱座等受水平荷载作用的台阶形基础底面和背面应力计算方法。     

水泥稳定砂砾集中堆拌法施工工艺的探讨

就水源稳定砂砾集中堆拌法施工工艺进行了阐述。     

京沪引领河北高速公路迈进OSN智能光网络应用时代

对OSN智能光网络系统进行了分析,强调了其在高速公路通信的必要性。     

防水粘结材料抗剪性能对比研究

选用胶粉改性沥青和SBS改性乳化沥青作为桥面铺装防水粘结材料,对桥面铺装结构进行不同温度下的剪切强度测试,并在冻融循环及浸水2种环境因素下,对2种防水粘结材料抗剪强度的变化规律进行试验研究。试验结果表明:抗剪强度随温度升高而降低;在冻融及浸水作用下抗剪强度也会降低,但胶粉改性沥青稳定性优于SBS改性乳化沥青,是一种更优的防水粘结材料。该试验结果可为类似工程施工提供参考。     

Semi-submersible wind turbine hull shape design for a favorable system response behavior

Floating offshore wind turbines are a novel technology, which has reached, with the first wind farm in operation, an advanced state of development. The question of how floating wind systems can be optimized to operate smoothly in harsh wind and wave conditions is the subject of the present work. An integrated optimization was conducted, where the hull shape of a semi-submersible, as well as the wind turbine controller were varied with the goal of finding a cost-efficient design, which does not respond to wind and wave excitations, resulting in small structural fatigue and extreme loads.The optimum design was found to have a remarkably low tower-base fatigue load response and small rotor fore-aft amplitudes. Further investigations showed that the reason for the good dynamic behavior is a particularly favorable response to first-order wave loads: The floating wind turbine rotates in pitch-direction about a point close to the rotor hub and the rotor fore-aft motion is almost unaffected by the wave excitation. As a result, the power production and the blade loads are not influenced by the waves. A comparable effect was so far known for Tension Leg Platforms but not for semi-submersible wind turbines. The methodology builds on a low-order simulation model, coupled to a parametric panel code model, a detailed viscous drag model and an individually tuned blade pitch controller. The results are confirmed by the higher-fidelity model FAST. A new indicator to express the optimal behavior through a single design criterion has been developed.