海底隧道施工过程中初期支护受力特征试验研究

以厦门翔安海底隧道为依托工程,采用相似模型试验方式,研究在海水渗流场和围岩应力场共同作用下,隧道施工过程和变水头过程中,衬砌背后水压力的分布规律及受力特征．研究结果表明,隧道施工期间,在水土压共同作用下,隧道开挖对前方土体的影响范围约为2倍洞径,隧道开挖过后约1倍洞径,初期支护背后水压及应力趋于稳定;在变水头过程中,控制水的排放量对调整初期支护背后水压,保证隧道结构的安全起至关重要作用．试验所得结论与现场情况基本一致．     

厦门海沧海底隧道最大纵坡比选

依托拟建的厦门第2条海底隧道工程--厦门海沧海底隧道,针对处于复杂海域地质条件与下穿城市敏感建筑物群的特长海底隧道最大纵坡问题,展开研究和比选,确定厦门海沧海底隧道的最大设计纵坡。采用国内外调研、工程类比及理论分析等手段,结合国内外有关规范要求,在满足隧道通行能力、行车安全性及最小围岩覆盖厚度的前提下,利用全寿命周期设计理念,通过对不同最大纵坡取值方案的施工风险、施工工期、建设成本、运营成本及车辆运行成本等进行综合论证比较,得到采用35%的最大纵坡施工风险小、经济效应佳的结论。研究重点在于通过全寿命周期成本指标对比选进行量化,研究结果将为海沧海底隧道纵坡的选择提供支持,并为今后类似海底隧道总体设计提供参考。     

海港锚地布置相关安全距离研究

针对海港锚地与建构筑物和海底电缆管线等的安全距离问题,对沿海各锚地使用管理单位进行调研,将国内外规范中对于锚地布置安全距离的规定进行对比分析,针对已有的船舶走锚事故报告并结合实时船舶操纵模拟试验进行综合分析,最终得出海港锚地与建筑物、构筑物和海底电缆管线等的安全距离建议值,为海港锚地设计提供依据。     

一种新的基于自组织映射的流形学习算法

针对自组织映射（Self-Organizing Map,SOM）算法在进行流形学习时容易陷入局部极值和产生“拓扑缺陷”问题的原因,提出了一种新的基于SOM的流形学习算法：TO-SOM（Training Orderly-SOM）．根据流形的局部欧氏性,TO-SOM算法从一个局部线性或近似线性的数据子集出发,按照数据的内在流形结构对其进行有序训练,可以避免局部极值、克服“拓扑缺陷”．根据SOM算法的鲁棒性,TO-SOM算法在成功学习数据内在流形结构的同时,对邻域大小参数和噪声也不像ISOMAP和LLE等现有流形学习算法那样敏感,从而更容易得到实际应用．     

Forecasting of stock returns by using manifold wavelet support vector machine

An admissible manifold wavelet kernel is proposed to construct manifold wavelet support vector machine(MWSVM) for stock returns forecasting.The manifold wavelet kernel is obtained by incorporating manifold theory into wavelet technique in support vector machine(SVM).Since manifold wavelet function can yield features that describe of the stock time series both at various locations and at varying time granularities,the MWSVM can approximate arbitrary nonlinear functions and forecast stock returns accurately.T...     

基于BOOST软件对某款汽油机排气歧管的优化

利用AVL BOOST软件对某款汽油机进行了一维不稳定流动模拟计算,发现4-1的排气歧管连接方式影响发动机的充气效率.将排气歧管连接方式由原来的4-1改为4-2-1,且在不影响各缸充气效率的情况下,微调排气歧管的长度得到3种方案.通过比较功率和扭矩确定方案2为最佳方案,并按改进方案2设计排气系统进行了试验.结果表明.与原方案相比,按方案2改进排气系统后发动机功率提高,且其燃油消耗曲线更加平坦,低油耗范围扩大.     

Three-dimensional pipeline element formulation for global buckling analysis of submarine pipelines with sleeper

Submarine pipelines can utilize sleepers to control global buckling location, which mitigates potential risks under high temperature and pressure. However, pipelines with sleepers require execution in three-dimensional space and experience lateral buckling modes. As such, this paper proposes a 3D pipeline element for lateral buckling analysis, building on previous 2D element formulations. This new element considers non-linear pipe-soil interactions, thermal expansion, axial load, initial imperfections, large deflection, and other major factors that affect lateral buckling. The derivations of the 3D pipeline element are provided in detail, and the numerical analysis procedure is elaborated. To validate the accuracy and efficiency of the proposed 3D pipeline element, several examples are presented.     

发动机进气歧管压力传感器的标定与建模研究

介绍了发动机进气歧管压力传感器的标定系统和传感器静、动态标定方法。根据试验数据,利用回归分析和系统辨识方法,得到了传感器静、动态数学模型,通过试验和仿真验证了所建模型的正确性。     

氯盐渗透下钢拱架锈蚀与喷射混凝土间锈胀力研究

为研究海底隧道初期支护中工字钢在氯离子渗透下严重锈蚀时对结构耐久性的影响，采用室内试验研究工字钢在不同混凝土保护层厚度下锈胀力与锈蚀率的关系以及锈胀的发展过程，再通过数值模拟研究锈胀力作用下的混凝土裂缝、混凝土应力、应变分布规律及胀裂应力变化情况。研究结果表明： 1）相同保护层厚度下，锈胀力随着锈蚀率的增加而增大；锈蚀率相同时，锈胀力随着保护层厚度的增加而增大； 2）工字钢混凝土构件锈胀开裂，裂缝集中于翼缘中部和2个角点区域，翼缘中部的裂缝由外向内发展，2角点区域的裂缝由内向外发展； 3）数值计算得出的混凝土胀裂应力大于试验得到的混凝土胀裂应力。     

The dynamics of deep water subsea lifting operations in super-harmonic resonance via the harmonic balance method

The dynamics of deep water subsea lifting operations experiencing super-harmonic resonance is analysed in this study. The harmonic balance method is used to solve the non-dimensional equation of motion of the system and the results are compared with time domain integration and with an equivalent energy dissipation model for typical subsea lifting scenarios. It is demonstrated that 1:3 and 1:5 super-harmonic resonances represent significant features of the response of the system and can lead to large dynamic forces in the cable, which may violate the structural limits of the system in real operations. The harmonic balance method presents results almost as accurate as the time domain integration but up to 25 to 35 times faster, while the equivalent energy dissipation model is not able to represent the super-harmonic resonances. Consequently, taking into account the dynamics introduced by super-harmonic resonances is necessary in the analysis of subsea lifting operations, as it can be the limiting design criterion in certain scenarios, and the harmonic balance method can be used as a fast and accurate method to solve this problem.