撕裂模量的实验测定方法的研究

本文用16Mn钢的三点弯曲试样进行了撕裂模量测定方法的研究。本研究用的是单试样方法根据剩余柔度估算的方法和根据参考曲线测定J阻力曲线的方法。     

汉江王家咀至薛家垴河段航道整治及施工顺序试验研究

本文根据汉江王家咀至薛家垴河段航道整治施工顺序模型试验结果,提出了游荡性河段航道整治原则、措施及最佳整治工程,通过对整治工程多种方案的比较,提出了最佳分期施工方案,该方案不仅保证整治效果且能减少工程投资.     

支承桩的质量监督及质量问题处理

本文介绍支承桩的质量监督要点及事故处理方案.     

汉江崔家营航电枢纽泄水闸布置方案的优化

通过模型试验研究,得出了崔家营航电枢纽运行中的2个重要指标(正常蓄水位、最高通航流量)。对枢纽设计第Ⅰ方案中的泄水闸布置方案进行了修改,并得出推荐方案。     

COD阻力曲线与撕裂模量的测定

本文讨论了用参考曲线法确定COD阻力曲线及撕裂模量的方法,将其结果与用J积分阻力曲线的方法进行了比较,并指出这两种方法相结合可以不用大量程的引伸计。     

The Stability Study of Globe Transportation Center of Beijing Capital International Airport

Introduction For decades, the long-span space structurehave been widely used in the world. The light steearch structural system also becomes popular, because of its beautiful shape, reasonable structurand low cost[1]. With the application of higstrength structural steel and advanced constructiotechniques, however, the flange plates and web oa steel arch system have become thinner and thinner than before, which makes the structural stability more serious, especially for the long-span thiwall va…     

支承桩的质量监督及质量问题处理

本文介绍支承桩的质量监督要点及事故处理方案。     

下穿铁路编组站大跨度架空顶进地道桥关键技术研究

郑州北站是亚洲最大的列车编组站,郑州北站下发场南咽喉区下架空顶进地道桥施工时面临以下难题： 多重道岔区下地道桥箱体断面大、顶进距离长、架空区域大、咽喉区线路固定困难、架空支点位置和架空纵梁高度受限、结构体系转换复杂等,为解决这些难题,结合以往设计施工经验,通过对整个顶进过程的分析和顶力、架空体系的计算,首次采用分区域架空、线路两侧分节对向顶进的施工方法,在极为困难的条件下,工程顺利付诸实施。     

The Coupling Effect of Spatial Reticulated Shell Structure with Cables

The spatial reticulated shell structure with cables (RSC) is a kind of coupling working system, which consists of flexible cables, reticulated shell structure (RS) and tower columns. The dynamic analysis of RSC based on the coupling model was carried out. Three kinds of elements such as the spatial bar element, cable element and beam element were introduced to analyze the reticulated shell, cable and tower column respectively. Furthermore,such parameter influences as structural boundary conditions, grid configuration, the span-to-depth ratio and the arrangement of cable system upon structural dynamics were analyzed. The structural vibration modes can be divided into four groups based on some numerical examples. And the frequencies in the same group are very close while the frequencies in different groups are different from each other obviously. It is clear that the sequence of the appearance of the each mode group heavily depends on the comparative stiffness of the tower column system, RS and cables.     

高速工况下间接式胎压监测的影响因素研究与优化

为解决间接式胎压监测在车辆高速工况下性能波动的问题,通过车辆行驶动力学分析发现波动的主要因素为空气阻力,基于刷子轮胎模型对轮胎纵向力和滑转率进行建模,建立了胎压监测参数随车速变化的轮速信号补偿方程。采用CarSim和Simulink进行联合仿真,通过实车采样数据求解补偿方程的待定系数并计算高速工况下的信号补偿量,同实测数据进行对比,实际预测效果满足要求,提出的方法可以对高速工况下间接式胎压监测完成补偿。