Quantitative Analysis of Influencing Factors for Settlement Generation

In the research of settlement renovation nowadays, because of the lack of a quantitative analysis, it was difficult to get a scientific, reasonable, systemic quantitative conclusion. This paper is presented to build a scientific,systemic and quantitative analysis method through which many influence factors invloved in the research of settlement, such as physical environment, social behavior and relatoins among these factors were quantitatively analyzed to get a system with generative simulation in the whole and detailed quantitative analysis for each individual factor, and to make the communication and judgement of the result easy.      

Discussion on Calculation Pattern of Concrete Filled Steel Tube with Dumbbell shaped Section

Based on the structural feature of dumbbell shaped section of concrete filled steel tube (CFST), a combined spatial beam element is presented. In this structure, two steel tubes, two core concretes, one web and the concrete in web cavity are firstly considered as general spatial beam elements, then they are assembled into a spatial combined beam element according to the plane hypothesis and transformation matrix formed from master and slave nodes. A FORTRAN program for CFST arch with dumbbell shaped section has been developed, and the numerical example shows that the steel tubes and core concretes bear mainly the axial forces with small moments, thus, a modified formula for lattice column method to calculate axial forces of the upper and lower limbs of CFST with dumbbell shaped section is deduced. Comparison of the results from the modified formula with those from an example indicates that the modified formula gives relatively accurate results.      

A Land Use Model for Urban Rail Station Area Planning Based on TOD Strategy

Transit oriented development (TOD) presents a sustainable urban development strategy by creating an efficient integration of land use and public transit. A TOD planning model for the land use of urban rail station area was explored by means of a multiple objective mathematical programming model. Three objectives were considered: encouraging transit system volume, promoting livable communities, and balancing land use. The model can easily be solved by transforming it into a linear multi programming problem. The Xujiahui rail rapid transit station area in Shanghai is chosen as case study to illustrate the model application and planning results. The result indicates that the model would be efficient in practice.     

Torsion behavior of Steel encased Concrete Composite Beams

In order to study torsion behavior of steel encased concrete composite beams, experiments were carried out with eight specimens. The destruction shape, working mechanism and the crack development and distribution were analyzed under pure torsion and combine torsion conditions. And also the relationships were investigated between torque and torsion ratio, load and strain, bending moment and deflection and load crack. On the basis of elasticity plastic theory, the formulas of cracking torsion were presented for pure torsion and combined torsion of combined beam. And with spatial truss model of variable angle, formulas for ultimate torsion strength of pure torsion and combined torsion were put forward. The predicted results were in good agreement with measured ones. The proposed formulas provided basis for evaluating safety and stability of the structural.     

Damage Evolution and Acoustic Emission Character of Coalrock under Unloading Condition

The damage failure mechanisms of coalrock under unloading condition during deep mining is different from those under traditional loading condition, starting from the unloading condition position to study the dynamic disaster of coalrock has become a new direction in the disaster study. The rock mechanics electrohydraulic servo test system (MTS815) and acoustic emission system (8CHS PCI 2) are used to study the coalrock deformation damage and acoustic emission (AE) characteristics. The results show that the failure of coalrock under unloading condition exhibits strong brittleness and happens in sudden and is mostly of tensile shear failure type. The evolution curve of cumulative ring down count of acoustic emission can better reflect the coalrock unloading damage evolution process, and the whole unloading failure process can be divided into three stages: the stage of damage weakening, damage stably development stage and the stage of accelerated damage development. During the mining process the confining pressure of the coalrock is unloaded, the coalrock rapidly arrives at the third stage of the whole unloading failure process, and the damage is accumulated rapidly and the fracture failure of coalrok occurred suddenly, then follows the coalrock dynamic disaster.     

Improved AHP Assessment Model and Its Practice in Geological Hazard Susceptibility Zoning

Based on the problem during the practice in geological hazard susceptibility zoning, by constructing the three mark (-1,0,1) matrix and introducing optimum transfer matrix, the faintness about weight choice and the consistency check method of judgment matrix for traditional AHP were improved,and the difficult weight quantization problem for each appraise factor of the hiberarchy model had been solved; accordingly, the Improved AHP model had been built. At the last, this method was applied to a concrete zoning practice about geological hazard susceptibility.The application result shows that the zoning practice in Yongchuan region about geological hazard susceptibility is practical and effective.     

通用液力传动系统匹配方法

为提高液力传动系统性能,研究了发动机与液力变矩器匹配特性。按照功率分流形式,将液力传动系统划分为两种典型结构模型,在对两种结构模型进行图论化抽象的基础上,利用Python语言开发出通用的传动系统动力学平衡方程组自动列写并求解,并编制了发动机与液力变矩器匹配计算的计算机程序。结合计算实例,将2种结构模型在不同路况下的匹配结果进行了对比,结果显示前分流系统发动机与液力变矩器的匹配特性受外载荷影响作用明显,因此不能忽略负载变化而单独研究这类液力传动系统的匹配特性。     

车外综合温度条件下典型冷藏车厢内热稳定性研究

综合考虑太阳直射辐射、天空散射辐射、地面反射辐射、室外空气温度及车辆运行速度多个因素,采用2阶谐波傅氏级数表达的车外壁面温度函数作为车厢外侧的边界条件,利用热工理论分析与试验验证相结合的方法,分析4种典型冷藏车隔热车厢对温度的衰减与延迟作用,以及厢内热稳定性的影响。结果表明:车厢的隔热材料不同,对车外综合温度的延迟时间与衰减倍数不同,厢体热惰性指标、热阻越大,延迟时间与衰减倍数相应越大;车辆行驶方向、隔热材料不同,车厢体内壁面温度也不同,但都按照正弦规律波动变化,且厢体内壁面温度逐时变化值接近厢内设定空气温度。车厢内的热稳定性主要由厢体隔热材料的热阻与热惰性指标决定,由好到差依次为真空绝热材料厢体、挤塑聚苯乙烯厢体、聚氨酯隔热厢体、聚苯乙烯隔热厢体。     

重型商用车驾驶室轻量化设计

以某重型商用车驾驶室为研究对象,运用拓扑优化设计方法对该驾驶室进行轻量化分析与改进设计,并与原驾驶室的性能进行了对比。结果表明,轻量化驾驶室的结构强度、刚度和低频固有振动特性不低于原驾驶室,并使驾驶室抗前部摆锤冲击和高顶驾驶室耐顶压性能得到了改善。在不改变驾驶室结构材料特性的条件下,使驾驶室质量减小46 kg,取得了良好的轻量化效果。     

甘蔗收获机两段螺旋式扶起机构设计与试验

为了确定两段螺旋式扶起机构的结构参数,运用虚拟技术对该机构和甘蔗扶起过程进行了运动学仿真,设计了两段螺旋式扶起机构样机,在高速摄影的环境下进行了甘蔗扶起性能试验,获得扶起机构对甘蔗的作用及影响规律。结果表明:扶起机构适用于侧向倒伏角为45°～165°的甘蔗;速比为0.59,拣拾段安装角为5°,输送段安装角为60°时,扶起甘蔗效果最好。