电站600 MW机组P91三通的设计制造

采用压力面积法对电站 6 0 0MW机组主蒸汽管道P91材质三通进行设计 ,应用有限元对设计模型进行验证 ,通过改进常规径向补偿热压工艺 ,成功制造出 6 0 0MW机组P91钢 90°热挤压三通。通过检验和试验 ,表明其可替代进口锻制 6 0 0MW机组P91钢 90°三通。     

An Exploration of the Relationship between Timing and Duration of Maintenance Activities

The timing and duration of an activity episode are two important temporal aspects of activity-travel behavior. Understanding the causal relationship between these two variables would be useful in the development of activity-based travel demand modeling systems. This paper investigates the relationship between these two variables by considering two different causal structures – one structure in which time-of-day choice is determined first and influences duration and a second structure in which activity duration is determined first and affects time-of-day choice. These two structures are estimated within a discrete-continuous simultaneous equations framework employing a full-information maximum likelihood methodology that allows error covariance. The estimation is performed separately for commuter and non-commuter samples drawn from a 1996 household travel survey data set from the Tampa Bay area in Florida. The results of the model estimation effort show that the causal structure in which activity duration precedes or affects activity timing (time of day choice) performs better for the non-commuter sample. For the commuter sample, the findings were less conclusive with both causal structures offering equally good statistical measures of fit. In addition, for the commuter sample, all error correlations were found to be zero. These two findings suggest that time of day choice and activity episode duration are only loosely related for the commuter sample, possibly due to the relatively non-discretionary and inflexible work activity and travel.     

深圳市“5.24”暴雨洪水灾后的反思

1998年5月24日，深圳市暴雨成灾，经济损失很大。本文总结和分析了暴雨洪水的特性及其成灾的原因，提出防洪减灾的措施和建议。     

以位移为基础的钢筋混凝土连续梁桥抗震设计方法

利用等效线性化方法将钢筋混凝土(RC)连续梁桥结构简化为多自由度线弹性体系,采用振型反应谱的概念研究了结构在横向地震作用下考虑多阶模态效应的直接基于位移的抗震设计方法。探讨了连续梁桥的上部结构(主梁)及桥墩(台)刚度的变化对结构横向振动模态质量与模态周期的影响,给出了多阶模态设计方法的具体设计过程。对对称与非对称连续梁桥采用相同的设计步骤进行基于位移的抗震设计,并对设计算例用非线性时程分析验证了设计结果的合理性。     

路堤荷载下管桩复合地基设计理论的试验研究

介绍了管桩复合地基在某高速公路软基试验工程中的应用,并简单分析了其加固效果,进而结合已有的研究成果,提出了一套路堤下刚性桩复合地基的设计理论。通过工程实践表明,该设计理论具有在工程实践中推广运用的价值。     

双速搅拌工艺

根据传统二次搅拌理论,提出了混凝土双速搅拌工艺,介绍了双速搅拌工艺的原理及优点,并指出了该工艺的实现方案.该工艺的应用可降低生产成本,提高混凝土的强度和生产率.     

抬浮力打捞工程船艉轴轴承热力学有限元仿真

以12 000 t抬浮力打捞工程船为例,采用COMSOL Multiphysics有限元分析软件中的热力学模块对艉轴轴承的散热情况进行研究。介绍轴系布置和艉轴管空舱,分析油膜建立情况下的艉轴轴承热平衡和工作压力分布,进行轴系与艉轴管空舱的热力学有限元仿真。仿真结果满足艉轴轴承的相关要求,并在实船试航中得到验证,表明可取消常规的艉轴管冷却水舱。     

燃料电池船舶复合供能系统控制策略设计与仿真

针对燃料电池船舶复合供能系统中的燃料电池功率波动问题和储能单元电池荷电状态（State of Charge,SOC）极端分化问题,依据系统拓扑结构,提出基于负载功率频率分解与模糊逻辑控制法相结合的复合供能系统控制策略设计。采用实例仿真验证该设计的优势。结果表明,该设计可有效保持燃料电池输出功率平滑,对储能单元SOC具有良好的均衡控制效果。     

船体大开口平直空腔结构总段吊装加强方案优化

为增强船体大开口平直空腔结构总段结构强度,结合船体总段结构特点、吊码布置情况和吊装加强方案建立有限元模型,采用数值仿真模拟总段吊装,分析甲板与吊码区域的结构变形。根据预报结果对吊装加强方案进行优化,可为后续类似结构的吊装加强方案优化提供一定指导。     

海洋工程平台项目物资追溯管理的批次管理方法

基于海洋工程平台项目特点,研究物资分类、物资编码和物资批次编码等关键技术,引入批次管理方法。按批次阶段形成亚批次清单（Bill of Lots,BOL）,建立物资追溯管理模型,为海洋工程平台项目实现产品全生命周期内的物资追溯管理提供理论依据。