岩质顺层滑坡运动特征的研究

本文通过室内小型模拟试验,对岩质顺层滑坡运动特征的主要影响因素 及滑坡变形能进行了研究,并从理论上推导了顺层滑坡的运动方程。通 过验证,所得方程具有一定的正确性和实用性。      

切削测力仪标定装置的研制

本文在研究切削测力仪的标定方法及分析测试系统的基础上,设计出一套标定装置。并利用计算机进行数据采集与处理,绘制标定曲线及车削力的实验记录。     

聚酯玻纤布复合沥青混合料疲劳性能

通过UTM试验系统对纯沥青混合料（BN）、复合1#聚酯玻纤布沥青混合料（BT）与复合2#聚酯玻纤布沥青混合料（BU）进行了应变控制疲劳性能试验,建立了应变与疲劳寿命的疲劳方程和累计疲劳能耗与应变的回归方程,引入能量方法对疲劳试验结果进行了分析。结果发现聚酯玻纤布复合沥青混合料疲劳性能优于纯沥青混合料疲劳性能,累计能耗与疲劳寿命相关,聚酯玻纤布能够提高沥青混合料的疲劳性能,能量法是研究和评价沥青混合料疲劳性能的有效方法。     

BP神经网络在工程造价估算中的应用

运用BP神经网络方法,对土木工程造价做有益的探讨。利用神经网络可以节省时间,减小历史状况对价格估算的影响,也有利于应用工程量清单为基础的国际惯例。并以收集到的样本为例,对该模型进行了实证研究,表明了该方法的有效性。     

国产吻合器在低位直肠癌保肛手术中的应用

目的　探讨国产吻合器在低位直肠癌保肛术中的应用价值。方法　用国产管状消化道吻合器行直结肠端侧吻合治疗 87例低位直肠癌患者 ,并对临床结果进行总结。结果　 87例中肿瘤下缘距肛门≤ 6cm者 39例 ,≤ 8cm者 48例。肿瘤切除后剩余直肠端长 3.1cm ,平均 1 .3cm。术后盆腔复发 5例 (5 74% ) ,吻合口狭窄 3例 (3 45% ) ,吻合口漏 2例 (2 3% ) ,均经保守治疗治愈。结论　采用国产吻合器行直结肠端侧吻合低位保肛术治疗低位直肠癌具有操作简单安全 ,费用低廉 ,吻合成功率高 ,并发症少 ,提高患者术后生活质量的优点 ,值得临床推广应用     

高桥墩设计计算中的两个问题

根据最小势能原理,用瑞雷-里兹法解决了高桥墩的几何非线性分析问题;其次,提出了等效水平力的新概念,可以方便地解决桥墩和板式橡胶支座联合抵抗垂直力所产生的二次效应问题.笔者提出适合于手算的简便计算公式,概念明确,勿须迭代运算,精度较高,易为设计人员掌握,因此具有实用价值．     

基于Q学习算法的城轨列车智能控制策略

牵引能耗是列车能耗的主要组成部分,针对城轨列车节能运行的问题,将列车运行状态离散化,以列车对速度控制作为动作空间,时间和能耗作为奖励函数,提出一种基于Q学习算法的城轨列车智能控制策略.在不使用离线优化速度曲线的情况下,根据列车当前位置和速度实时计算最优控制策略;同时,在传统Q学习基础上,将∈-greedy策略与司机驾驶...     

Design optimization of a TetraSpar-type floater and tower for the IEA Wind 15 MW reference wind turbine

We present an optimization study for the conceptual design of wind turbine floaters of the TetraSpar type. The optimization variables include all geometric dimensions of the floater, keel, mooring lines and tower design. A gradient based optimization method is applied to a mass proportional objective cost function. The objective function accounts for the different weight components of the floater, including secondary steel, the wind turbine tower, and the mooring system. A frequency domain response method is utilized, so that each design evaluation also takes into account the dynamic response for 12 wind speeds with associated wave conditions. Nineteen constraints are applied for static and dynamic response, natural frequencies, and fatigue at the bottom of the tower. Two reference designs are presented, namely one with a soft–stiff tower and one with a stiff–stiff tower. Due to the anti-phase coupling of the floater pitch and tower vibration, the soft–stiff tower needs a stronger floater stiffness in pitch. This design thus has a larger water plane area moment than the more compact stiff–stiff floater, which is found to be the least economical. A constraint analysis is next presented based on Lagrange multipliers and a relative cost index. We find that the strongest cost influence is exerted by the 3P tower frequency constraint for the stiff-stiff and soft-stiff designs. Finally, a third design variant with a free optimizable tower frequency is introduced. This design is found to be 11% cheaper than the soft–stiff design and highlights the potential cost savings of tower designs within the 3P region.     

Research on the calculation method of penetration resistance of bucket foundation for offshore wind turbines

The cost of foundations for offshore wind turbines constitutes approximately 35% of the total cost of an offshore wind farm. The bucket foundations show significant potential due to their superior transportation and installation efficiencies compared to pile foundations, leading to potential cost savings for the foundation of up to 30%. For a bucket foundation to be installed successfully, the penetration resistance must be predicted. However, there is currently a lack of clarity on how to select a suitable calculation method for penetration resistance based on known geological parameters to guide construction. In order to evaluate the current methods of calculation for bucket foundation penetration resistance, this study combines theoretical calculation methods with two sets of practical measurement data from the field. The calculation methods of penetration resistance for bucket foundation are first reviewed and categorized. The applicability range of each method and the parameters needed for calculation are given. Next, according to the measured data in the process of penetration of bucket foundation on site, the evolution of compartment pressure, tilt angle, resistance and required suction in the process of penetration are analyzed. Finally, the reviewed methods are compared to the results of two practical projects in order to analyze the differences between them and make recommendations for the calculation technique. The findings can be used as a guide for calculating the bucket foundation's penetration resistance in complex geological conditions.     

滚刀常压换刀技术研究

针对大直径高水压条件下盾构施工刀具更换难度高、风险大的问题,结合大直径盾构刀盘结构,通过开发滚刀常压换刀装置,实现在刀盘保压的情况下,常压更换部分滚刀,不但降低了带压条件下滚刀更换成本,而且降低了换刀风险。