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1.
基坑工程不仅要保证维护结构本身的安全,而且要保证周围建(构)筑物的安全和正常使用。开展基坑工程变形性状研究具有重要意义。影响基坑变形的因素很复杂,传统的计算方法已无法准确预测基坑的变形。人工神经网络(ANN)有很强的解决非线性问题的能力。近些年来基于ANN的方法在岩土工程中得到了广泛的应用。本文对ANN在基坑工程中的应用研究进行了综述,并对其发展方向进行了分析。  相似文献   
2.
为研究厚板及其焊缝在z向下的冲击性能,积累Z向冲击功的数据,为今后衡量评价z向性能提供实验依据,采用Q345B结构钢材,针对厚度60一165mm的板,在不同尺寸焊缝的十字形连接下沿轧制方向和板厚方向(z向)取样,在常温和低温下进行夏比y形缺1:2冲击试验。分析冲击功的变化规律,并用Bohzman函数进行拟合并分析韧脆转变温度。对试样断1:2进行电镜扫描分析。研究结果表明:z向取样,温度降低皆会对冲击韧性产生较大的影响,板厚及焊缝尺寸的增加也会对冲击韧性产生不利的影响,但相对较低。  相似文献   
3.
路径规划是自动驾驶关键技术之一,各种路径规划算法现已不断改进并不断涌现。本文根据全局和局部路径规划对常用路径规划算法进行分类,对几种常用的路径规划算法原理进行介绍,并分析其发展方向。  相似文献   
4.
Free-floating bike sharing (FFBS) is an innovative bike sharing model. FFBS saves on start-up cost, in comparison to station-based bike sharing (SBBS), by avoiding construction of expensive docking stations and kiosk machines. FFBS prevents bike theft and offers significant opportunities for smart management by tracking bikes in real-time with built-in GPS. However, like SBBS, the success of FFBS depends on the efficiency of its rebalancing operations to serve the maximal demand as possible.Bicycle rebalancing refers to the reestablishment of the number of bikes at sites to desired quantities by using a fleet of vehicles transporting the bicycles. Static rebalancing for SBBS is a challenging combinatorial optimization problem. FFBS takes it a step further, with an increase in the scale of the problem. This article is the first effort in a series of studies of FFBS planning and management, tackling static rebalancing with single and multiple vehicles. We present a Novel Mixed Integer Linear Program for solving the Static Complete Rebalancing Problem. The proposed formulation, can not only handle single as well as multiple vehicles, but also allows for multiple visits to a node by the same vehicle. We present a hybrid nested large neighborhood search with variable neighborhood descent algorithm, which is both effective and efficient in solving static complete rebalancing problems for large-scale bike sharing programs.Computational experiments were carried out on the 1 Commodity Pickup and Delivery Traveling Salesman Problem (1-PDTSP) instances used previously in the literature and on three new sets of instances, two (one real-life and one general) based on Share-A-Bull Bikes (SABB) FFBS program recently launched at the Tampa campus of University of South Florida and the other based on Divvy SBBS in Chicago. Computational experiments on the 1-PDTSP instances demonstrate that the proposed algorithm outperforms a tabu search algorithm and is highly competitive with exact algorithms previously reported in the literature for solving static rebalancing problems in SBSS. Computational experiments on the SABB and Divvy instances, demonstrate that the proposed algorithm is able to deal with the increase in scale of the static rebalancing problem pertaining to both FFBS and SBBS, while deriving high-quality solutions in a reasonable amount of CPU time.  相似文献   
5.
On-demand traffic fleet optimization requires operating Mobility as a Service (MaaS) companies such as Uber, Lyft to locally match the offer of available vehicles with their expected number of requests referred to as demand (as well as to take into account other constraints such as driver’s schedules and preferences). In the present article, we show that this problem can be encoded into a Constrained Integer Quadratic Program (CIQP) with block independent constraints that can then be relaxed in the form of a convex optimization program. We leverage this particular structure to yield a scalable distributed optimization algorithm corresponding to computing a gradient ascent in a dual space. This new framework does not require the drivers to share their availabilities with the operating company (as opposed to standard practice in today’s mobility as a service companies). The resulting parallel algorithm can run on a distributed smartphone based platform.  相似文献   
6.
对高速三体船的研究进展进行了综述,阐述了高速三体船的应用前景,归纳评述了有关的研究成果和尚存在的问题,并提出了关于这种新船型的若干研究方向。  相似文献   
7.
ABSTRACT

In this article, we propose a new model called subjective-utility travel time budget (SU-TTB) model to capture travelers' risk-averse route choices. In the travel time budget (TTB) and mean-excess travel time (METT) model, a predefined confidence level is needed to capture the risk-aversion in route choice. Due to the day-to-day route travel time variations, the exact confidence level is hard to be predicted. With the SU-TTB model, we assume travelers' confidence level belongs to an interval that they may comply with in the route choice. The two main components of SU-TTB are the utility function and the TTB model. We can show that the SU-TTB can be reduced to the TTB and METT model with proper utility function for the confidence levels. We can also prove its equivalence with our recently proposed nonlinear-expectation route travel time (NERTT) model in some cases and give some new interpretation on the NERTT with this equivalence. Finally, we formulate the SU-TTB model as a variational inequality (VI) problem to model the risk-averse user equilibrium (RAUE), termed as generalized RAUE (GRAUE). The GRAUE is solved via a heuristic gradient projection algorithm, and the model and solution algorithm are demonstrated with the Braess's traffic network and the Nguyen and Dupuis's traffic network.  相似文献   
8.
集装箱海铁联运港口堆场作业箱型复杂,为了提高港口作业能力和效率,基于进口、出口箱的混合堆存方式,对"船舶-堆场-列车"作业堆场箱位分配问题进行研究."船舶-堆场-列车"作业堆场负责堆存通过船舶、列车及外集卡进出港口的集装箱.本文在待分配箱的作业时间及箱区已知的前提下,以集装箱堆存产生的压箱数最小为目标,建立"船舶-堆场-列车"作业混堆堆场箱位分配模型,根据模型特点设计了启发式算法进行求解,并进行算例分析.结果表明,所建模型和求解算法能够有效减少堆场的压箱数,满足箱型堆存要求,提高港口作业效率.  相似文献   
9.
公共自行车近期文献综述   总被引:3,自引:0,他引:3  
提供公共自行车服务的城市数量快速发展,从20世纪90年代末屈指可数发展到如今超过800个。通过综述近期公共自行车文献,总结公共自行车研究领域的若干议题。便捷性是出行者使用公共自行车的主要动机。省钱是促使低收入群体使用的原因,与停放站间距离是预测会员数量的重要指标。在一些国家,只有不到半数会员每月使用率少于一次。男性使用率高于女性,但性别失衡情况并未如私人自行车那样显著(至少在自行车使用率低的国家)。年会员最普遍的出行目的是通勤。与私人自行车使用者相比,公共自行车使用者不常佩戴头盔,但在法律强制佩戴头盔的国家,其使用水平则受到影响。公共自行车使用者相比私人自行车使用者不易受伤。未来发展方向包括电动自行车集成、GPS全球定位系统、无停放站系统和改进的公共交通一体化。指出应开展更多研究量化公共自行车在出行方式选择、尾气排放、拥堵和健康方面的影响。  相似文献   
10.
自升式钻井平台动态响应研究   总被引:1,自引:1,他引:0  
综合考虑风浪流等环境载荷、桩靴与土壤之间的相互作用行为及静水压力和波浪动压力所引起的浮力效应的影响,运用有限元软件模拟了自升式钻井平台的动态响应过程,获得了0°环境载荷作用下自升式钻井平台的船体位移、桩腿危险处应力、桩靴载荷的变化规律。研究结果表明:自升式钻井平台的动态响应周期约为38s,是波浪周期的2.8倍,且在环境载荷作用角度为30°时,船体位移峰值最大,而位移均值在45°时最大。  相似文献   
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