某铁矿露天开采程序所究

某铁矿露天采场的上下部剥采比相差悬殊，３个主矿体矿量分布很不均衡。设计中通过开采程序研究，选择了适合该矿特点的开采程序方案。文中着重论述了储量最大、开采条件最复杂的西矿体５个开采程序方案的比较与确定。     

基于VRML虚拟现实技术在机械设计中的应用

《机械设计》作为一门技术基础课,涉及知识面广,课程内一些零件的运动原理,工作特性,受力状况及结构设计也复杂。仅用黑板、粉笔讲授起来比较困难,学生也不易理解。随着数字技术发展和网络技术的广泛应用,网络教学日益蓬勃,虚拟现实技术为开发具有真实三维世界的图形教育软件提供了条件,使我国的远程教育上了个新台阶。     

蚁群算法在齿轮减速器可靠性优化设计中的应用

人工蚂蚁算法是受到人们对自然界中真实的蚂蚁群体行为的研究成果的启发而提出的一种基于种群的模拟进化箅法，属于随机搜索算法的一种。最早由意大利学者M.Dorigo等人提出，在充分利用蚂蚁群体搜索食物的过程     

遗传算法在露天矿开采设计中的应用

介绍遗传算法的基本原理，采用自适应学习遗传算法确定了露天矿山的开采顺序和开采境界。初步试验表明，遗传算法的效果良好。     

地下采场围岩刚度与强度参数的正交反演方法

应用正交试验设计原理，提出了一种根据地下采场围岩的量测位移，反演确定其刚度参数和强度参数的弹塑性正交反演方法。运用这种方法．并借助于连续介质快速拉格朗日分析技术，反演确定了湖南湘西金矿充填料矿二次回采采场围岩的刚度参数与强度参数，从而为进一步应用数值模拟技术进行采矿方法安全性评价打下了基础。     

电—液互换型采煤机的设计

介绍了电—液互换型采煤机的设计原理、设计参数及其主要特点。     

车载式25t绞盘强度分析及改进设计方案研究

首先确定出作用在25t绞盘主要部件的主动力和约束力,建立了绞盘支架结构的有限元仿真计算模型,其中对各部件之间的接触条件给予了仔细的简化处理·仿真计算结果表明,绞盘中间传动齿轮轴与右支架钢板连接处区域的强度最薄弱·提出的改进设计方案,使结构的最大Mises应力降低了40%·     

Two-step seismic limit state design procedure based on non-linear LRFD and dynamic response analyses

Recently, the limit state design (LSD) or performance-based design have got popularity in the field of building design in Japan as well as in other countries. In the two design methods the structural reliability theory plays an essential role in setting design criteria as well as demonstrating the target reliability level to society. However, the conventional load and resistance factor design (LRFD) has been basically formulated supposing that safety checking is done on the basis of linear assumption of member forces and displacement. Therefore, when applying the LRFD for seismic design, for more accurate treatment of the non-linearity, a new procedure has to be explored especially for the ultimate limit state. Although several procedures for the structural reliability evaluation, treating non-linear displacement responses, have been proposed, they require complex procedures that may not be used in the practical design process. Accordingly, for applying it to a seismic LSD format based on the probabilistic concept, it is essential to manage two important requirements at the same time, accuracy and simplicity of procedure. In the present study, a new design format using the following two-step procedure is proposed to maintain both accuracy and simplicity; (1) a non-linear LRFD formulation, and (2) a formulation based on non-linear dynamic response analysis. Also, two design examples are presented.     

某工程的土钉墙支护设计

根据某工程地质情况及现场施工场地情况,有选择性地在基坑某些地段采用土钉墙支护。通过设计与验算并实施,对土钉墙支护作了简单探讨。