摘要：【中文】本发明公开的属于软件设计技术领域，具体为一种跨平台的软件设计方法，该跨平台的软件设计方法的具体步骤如下：S1：跨操作系统的应用框架设计；S3：浏览器支持；S4：二次开发语言支持，框架设计，能封装大部分种类的OS API，提供统一的接口，并且这些接口调用都是标准的统一的，基于此框架开发上层的应用就会有很大的便利性和通用性；数据库引擎设计，实现封装不同数据库访问的通用接口，实现应用系统的标准化统一访问；或设计开发支持ANSI SQL‑92标准的通用数据库引擎，解决了应用系统推广的数据库平台异构问题；浏览器能够支持支持现有的大多数网站。 【EN】The invention discloses a cross-platform software design method, belonging to the technical field of software design, which comprises the following steps: s1: designing an application framework of a cross-operating system; s3: browser support; s4: the secondary development language support and the framework design can encapsulate most kinds of OS API and provide uniform interfaces, and the interface calls are standard and uniform, so that the development of the upper application based on the framework has great convenience and universality; the database engine design realizes the encapsulation of universal interfaces for different database accesses and realizes the standardized and unified access of an application system; or a universal database engine supporting ANSI SQL-92 standard is designed and developed, so that the heterogeneous problem of a database platform popularized by an application system is solved; the browser is able to support most existing websites.

摘要：【中文】本发明属于岩土工程技术领域，尤其涉及一种地下结构浮力测算试验装置。包括试验箱体、地下结构单元、测量单元、反力梁和进出水管；试验箱体的顶部敞口，内部设置有地基土层；地下结构单元设置在地基土层内部，地下结构单元的顶部与地基土层的顶部位于同一水平线；地基土层从地下结构单元顶部水平线到试验箱体内的底面方向上依次设置有黏性土层和粗砂层；地下结构单元为圆台结构，圆台结构包括顶面、底面和侧面，顶面的面积大于底面的面积，侧面与水平面之间的夹角为α，夹角α小于等于坡率的反正切函数；测量单元一端固定在反力梁下端，另一端与地下结构单元连接，用于监测反力梁的反力。装置在消除侧向摩擦力的情况下，使地下结构浮力测算更加准确。 【EN】The invention belongs to the technical field of geotechnical engineering, and particularly relates to a test device for measuring and calculating buoyancy of an underground structure, which comprises a test box body, an underground structure unit, a measurement unit, a reaction beam, a water inlet pipe and a water outlet pipe, wherein the top of the test box body is open, a foundation soil layer is arranged inside the test box body, the underground structure unit is arranged inside the foundation soil layer, the top of the underground structure unit and the top of the foundation soil layer are positioned on the same horizontal line, the foundation soil layer is sequentially provided with a cohesive soil layer and a coarse sand layer from the horizontal line at the top of the underground structure unit to the bottom surface inside the test box body, the underground structure unit is a circular truncated cone structure, the circular truncated cone structure comprises a top surface, a bottom surface and side surfaces, the area of the top surface is larger than that of the bottom surface, the included angle between the side surfaces and the horizontal plane is α, the included angle α is smaller than or equal to the inverse tangent function of the slope rate, one end of.

摘要：【中文】本发明属于岩土工程技术领域，尤其涉及一种地下结构浮力测算方法。步骤如下：在试验箱体内布置地基土层，地基土层包括粗砂层和黏性土层；根据黏性土层中黏性土的液性指数I_L判定黏性土的状态，确定坡率；根据坡率，设计地下结构模块的结构为倒圆台体或倒梯形台体，所述地下结构模块的侧面与水平面之间的夹角α小于等于坡率的反正切函数；将地下结构模块放置在黏性土层中，地下结构模块的顶部通过反力梁与测力模块连接；向地基土层注入水，绘制垂向渗流曲线，计算侧向水压力F₄的值，并根据预先获得的地下结构模块的结构自重G，同时结合测力模块的测量数据得到地下结构模块所受地下水浮力。该方法能够消除侧向摩擦力，使地下结构浮力测算更加准确。 【EN】The invention belongs to the technical field of geotechnical engineering, and particularly relates to a method for measuring and calculating the buoyancy of an underground structure. The method comprises the following steps: arranging a foundation soil layer in the test box body, wherein the foundation soil layer comprises a coarse sand layer and a cohesive soil layer; according to the liquidity index I of cohesive soil in cohesive soil layer_LThe method comprises the steps of judging the state of cohesive soil, determining the slope rate, designing the structure of an underground structure module to be an inverted frustum or an inverted trapezoid frustum according to the slope rate, enabling the included angle α between the side face of the underground structure module and the horizontal plane to be smaller than or equal to the arc tangent function of the slope rate, placing the underground structure module in the cohesive soil layer, enabling the top of the underground structure module to be connected with a force measuring module through a counterforce beam, injecting water into the foundation soil layer, drawing a vertical seepage curve, and calculating the lateral water pressure F₄According to the pre-obtained structure dead weight G of the underground structure module, and combining the force measuring moduleThe measured data of the underground structure module obtains the underground water buoyancy force borne by the underground structure module. The method can eliminate the lateral friction force, so that the buoyancy measurement and calculation of the underground structure are more accurate.

摘要：【中文】在本发明中，我们从路由器结构的角度来解决乱序问题，首先提出一个数据包重排序度量标准：OOD。它的定义是所有节点中最大的缓存占用率。为了最小化OOD的目标，该发明提出了一个能够减轻多路径数据包重排序的顺序感知片上网络路由器，该路由器从两个方面来对通过其的数据包进行重排序，首先，通过重排序逻辑来重排序输入缓存中的数据包，其次，本发明通过顺序感知开关分配器来对自不同输入端口的数据包重排序。通过两层重排序，从该发明的路由器排出的数据包能够保持顺序。该发明中的路由器能够感知数据包的顺序，并且对它们重排序，而不是限制数据包的传输，因此具有高效率并且不降低网络性能的优点。 【EN】In the present invention, we solve the out-of-order problem from the perspective of the router structure, and first propose a packet reordering metric: and (7) OOD. Its definition is the maximum cache occupancy among all nodes. To minimize the OOD objective, the invention proposes a sequence-aware network-on-chip router that mitigates multipath packet reordering, by reordering packets passing through it from two sides, first, by reordering packets in an input buffer through reordering logic, and second, by reordering packets from different input ports through a sequence-aware switch dispatcher. Packets that are transmitted from the router of the present invention can be maintained in order by two-layer reordering. The router in the invention can sense the sequence of the data packets and reorder them, instead of limiting the transmission of the data packets, thus having the advantage of high efficiency and not reducing the network performance.

摘要：【中文】本发明提供了一种玉米面条及其制备方法，属于食品加工技术领域，所述玉米面条的制备方法，包括以下步骤：1)用中性蛋白酶酶解玉米粉溶液获得酶解后的玉米面糊；2)将所述玉米面糊与乳酸菌混合发酵获得发酵面糊；3)固液分离所述发酵面糊获得发酵清液和改性玉米糊；4)将改性玉米糊、玉米粉、小麦高筋粉和谷朊粉混合获得混合粉；5)将所述混合粉、盐、黄原胶、小苏打、油和发酵清液混合和面、醒发获得面团；6)将所述面团压制获得玉米面条。本发明所述玉米面条在蒸煮损失率，断条率和吸水率均达到小麦面条的指标，相比常规的玉米面条各项性能指标均得到极大改善。 【EN】The invention provides corn noodles and a preparation method thereof, belonging to the technical field of food processing, and the preparation method of the corn noodles comprises the following steps: 1) carrying out enzymolysis on the corn flour solution by using neutral protease to obtain corn paste after enzymolysis; 2) mixing and fermenting the corn paste and lactic acid bacteria to obtain fermented paste; 3) performing solid-liquid separation on the fermented batter to obtain fermented clear liquid and modified corn paste; 4) mixing the modified corn paste, the corn flour, the wheat high-gluten flour and the wheat gluten to obtain mixed flour; 5) mixing the mixed powder, salt, xanthan gum, baking soda, oil and fermentation clear liquid, kneading dough and proofing to obtain dough; 6) and pressing the dough to obtain the corn noodles. The boiling loss rate, the strip breakage rate and the water absorption rate of the corn noodles reach the indexes of wheat noodles, and compared with the conventional corn noodles, the corn noodles have greatly improved performance indexes.

摘要：【中文】本发明属于医学图像识别技术领域，具体涉及应用在临床实践上的一种基于神经网络的脑梗死MRI图像识别方法。本发明包括以下步骤：采集明确具有脑梗死疾病的脑部MRI图像；数据预处理，对标注好的原始图像进行缩放和裁剪处理；构建神经网络，卷积神经网络总深度为11层,卷积核大小为3*3,第2、4、7层步长为2,其余层步长为1；训练神经网络；测试模型；诊断测试；输出模型和整理结果。本发明的优点在于：使用卷积神经网络进行头部MRI图像识别,相比于传统方法,准确率更高,诊断过程更加智能化，且可以应用于除头部MRI识别外的其他应用场景。本发明使用全卷积网络作为基础网络结构,保留局部信息,使得学习到的特征更易被可视化和理解。 【EN】The invention belongs to the technical field of medical image identification, and particularly relates to a neural network-based cerebral infarction MRI image identification method applied to clinical practice. The invention comprises the following steps: acquiring a brain MRI image which definitely has cerebral infarction diseases; data preprocessing, namely zooming and cutting the marked original image; constructing a neural network, wherein the total depth of the convolutional neural network is 11 layers, the size of a convolutional kernel is 3 x 3, the step sizes of the 2 nd, 4 th and 7 th layers are 2, and the step sizes of the rest layers are 1; training a neural network; testing the model; a diagnostic test; and outputting the model and sorting the result. The invention has the advantages that: compared with the traditional method, the method has higher accuracy and more intelligent diagnosis process, and can be applied to other application scenes except head MRI identification. The invention uses the full convolution network as the basic network structure, and keeps the local information, so that the learned characteristics are easier to visualize and understand.

摘要：【中文】本发明属于运动目标跟踪检测技术领域，具体涉及一种基于特征点网格化匹配的运动目标跟踪检测方法。本发明通过先提取运动目标和待检测目标的特征点进行匹配，然后划分网格并统计特征点落于网格的位置，再根据网格中的特征点找到运动目标在待检测图像中的位置。本发明将运动的平滑性限制转换成去除错误匹配的数据测量，利用特征点正确匹配对周围比错误对周围有更多的支持点对，筛选剔除错误点对，大大提高了特征点匹配的正确率，从而提升了目标检测的准确度。本发明可用于解决由于运动的平滑性限制而造成的运动目标检测困难问题，本发明能够迅速剔除错误的匹配，提高匹配的稳定性，从而迅速定位运动目标的位置。 【EN】The invention belongs to the technical field of moving target tracking detection, and particularly relates to a moving target tracking detection method based on feature point gridding matching. The method comprises the steps of extracting characteristic points of a moving target and a target to be detected for matching, then dividing grids, counting the positions of the characteristic points falling on the grids, and finding the position of the moving target in the image to be detected according to the characteristic points in the grids. The method converts the smoothness limit of the movement into the data measurement for removing the error matching, screens and rejects error point pairs by utilizing the fact that the correct matching of the characteristic points has more supporting point pairs around than the error pairs, and greatly improves the correct rate of the matching of the characteristic points, thereby improving the accuracy of target detection. The invention can be used for solving the problem of difficulty in detecting the moving target caused by the limitation of the moving smoothness, can quickly eliminate wrong matching and improve the matching stability, thereby quickly positioning the position of the moving target.

摘要：【中文】本发明公开了一种控制梁、墙底部及侧向钢筋保护层厚度及定位主筋的垫块及施工方法，由垫块底筋、垫块侧筋及砼垫块组成，当垫块放置在梁底时，梁底受力钢筋在垫块上铺设，梁侧的受力钢筋与垫块侧筋绑扎在一起，从而固定受力钢筋的位置，保证受力钢筋底部及侧边的保护层厚度满足要求，且保证梁整体钢筋置于梁中，不发生偏移。当放置在墙端时，垫块的侧筋与柱钢筋绑扎在一起，附着在墙柱钢筋上，与墙柱钢筋形成一体，保证柱端部及侧边的保护层厚度满足要求，并保证墙钢筋定位居中。该垫块设计合理，安全可靠、成本较低、制作容易、使用方便。 【EN】The invention discloses a cushion block for controlling the thickness of protective layers of a beam, a wall bottom and lateral steel bars and positioning a main steel bar and a construction method. When placing at the wall end, the side muscle of cushion is tied up together with the post reinforcing bar, adheres to on the wall post reinforcing bar, forms an organic whole with the wall post reinforcing bar, guarantees that the protective layer thickness of tip and side satisfies the requirement to guarantee that the wall reinforcing bar location is placed in the middle. The cushion block has the advantages of reasonable design, safety, reliability, lower cost, easy manufacture and convenient use.

摘要：【中文】本发明涉及一种打车平台中补偿激励的任务分配方法领域。所述方法包括如下步骤：任务发布者向打车平台发布打车任务并提供打车任务酬金；打车平台预测以打车任务位置为圆心的半径内接受任务的司机人数期望；在任务发布范围内的司机收到任务后选择是否接受任务，接受任务的司机提交接受任务申请给平台；打车平台收到接受任务司机的申请后，将这些司机作为任务候选者发送给打车任务发布者；任务发布者可以根据自身的需求从平台提供的候选者中选择一个合适的司机接受任务；任务完成后，平台支付任务报酬。本发明能够将任务指定到接受任务意愿较高的司机人群中，打车任务会发布到离打车任务更近范围内的司机，使得任务能够在更近的范围内被接受。 【EN】The invention relates to the field of a compensation excitation task allocation method in a taxi taking platform. The method comprises the following steps: the task publisher publishes the taxi taking task to the taxi taking platform and provides toll for the taxi taking task; the taxi taking platform predicts the expectation of the number of drivers who receive the taxi within a radius taking the taxi taking task position as a circle center; after receiving the task, a driver in the task issuing range selects whether to accept the task, and the driver accepting the task submits a task accepting application to the platform; after receiving the application of accepting the task drivers, the taxi taking platform sends the drivers as task candidates to taxi taking task issuers; the task publisher can select a suitable driver from candidates provided by the platform according to the requirement of the task publisher to accept the task; and after the task is completed, the platform pays the task reward. The invention can assign the task to the driver group with higher task accepting willingness, and the taxi taking task can be issued to the driver within a closer range to the taxi taking task, so that the task can be accepted within the closer range.

摘要：本发明提供了一种可变截面涡轮增压器的控制方法、装置及车辆，其中，所述方法应用于车辆，所述车辆包括具有可变截面涡轮增压器的发动机，所述可变截面涡轮增压器包括喷嘴环，所述方法包括：获取所述发动机的当前转速及目标扭矩；根据所述当前转速，确定当前拐点开度；所述当前拐点开度为针对所述当前转速，且使所述可变截面涡轮增压器的增压压力达到极大值的喷嘴环开度；根据所述当前转速及所述目标扭矩，确定所述喷嘴环的需求开度；根据所述当前拐点开度与所述需求开度中的较大值，确定所述喷嘴环的目标开度；将所述喷嘴环的开度调整为所述目标开度。本发明可以避免增压器出现涡轮前端压力骤升而导致增压压力无法建立的情况，并有效保护增压器。