PRIORITIZING REPAIR OF BRIDGES AND BRIDGE SECTIONS
    1.
    发明申请
    PRIORITIZING REPAIR OF BRIDGES AND BRIDGE SECTIONS 有权
    桥梁和桥梁部分的优先维修

    公开(公告)号:US20130124445A1

    公开(公告)日:2013-05-16

    申请号:US13739875

    申请日:2013-01-11

    IPC分类号: G06N5/02

    摘要: Embodiments of the invention are generally directed toward methods, systems, and computer-readable media for prioritizing bridge repairs. A bridge score is generated that represents various factors such as conditions, load issues, risk of failure, and importance. Repairs to bridges or bridge segments that pose a greater risk may be prioritized before repairs made to bridges posing a lower risk.

    摘要翻译: 本发明的实施例通常涉及用于优先考虑桥梁维修的方法,系统和计算机可读介质。 产生一个桥梁分数,代表条件,负载问题,失败风险和重要性等各种因素。 在对构成较低风险的桥梁进行维修之前,可能会优先考虑构成更大风险的桥梁或桥梁部分。

    Prioritizing repair of bridges and bridge sections
    2.
    发明授权
    Prioritizing repair of bridges and bridge sections 有权
    桥梁和桥梁部分的优先修复

    公开(公告)号:US09159025B2

    公开(公告)日:2015-10-13

    申请号:US13739875

    申请日:2013-01-11

    摘要: Embodiments of the invention are generally directed toward methods, systems, and computer-readable media for prioritizing bridge repairs. A bridge score is generated that represents various factors such as conditions, load issues, risk of failure, and importance. Repairs to bridges or bridge segments that pose a greater risk may be prioritized before repairs made to bridges posing a lower risk.

    摘要翻译: 本发明的实施例通常涉及用于优先考虑桥梁维修的方法,系统和计算机可读介质。 产生一个桥梁分数,代表条件,负载问题,失败风险和重要性等各种因素。 在对构成较低风险的桥梁进行维修之前,可能会优先考虑构成更大风险的桥梁或桥梁部分。

    Prioritizing bridges to repair based on risk
    3.
    发明授权
    Prioritizing bridges to repair based on risk 有权
    根据风险确定桥梁的修复优先级

    公开(公告)号:US08595178B2

    公开(公告)日:2013-11-26

    申请号:US13692802

    申请日:2012-12-03

    IPC分类号: G06N5/00

    摘要: Embodiments of the invention are generally directed toward methods, systems, and computer-readable media for prioritizing bridge repairs using a risk-based analysis. An overall risk factor is generated for each of a plurality of bridges. The overall risk factor represents the probability of failure times the consequence on failure for the bridge. Repairs to bridges that pose a greater risk may be prioritized before repairs made to bridges posing a lower risk.

    摘要翻译: 本发明的实施例通常涉及使用基于风险的分析来优先化桥梁维修的方法,系统和计算机可读介质。 为多个桥梁中的每一个产生整体风险因素。 总体风险因素表示失败的概率时间对桥梁故障的后果。 在对构成较低风险的桥梁进行维修之前,可能会优先考虑构成更大风险的桥梁。

    Creating a model of a scanned surface for comparison to a reference-surface model
    4.
    发明授权
    Creating a model of a scanned surface for comparison to a reference-surface model 有权
    创建扫描表面的模型,以便与参考表面模型进行比较

    公开(公告)号:US09336627B2

    公开(公告)日:2016-05-10

    申请号:US13793700

    申请日:2013-03-11

    IPC分类号: G06F17/50 G06T17/05 G01S13/89

    摘要: Generating a scanned-surface model representing a scanned surface includes various steps. For example, instrument model coordinates may be obtained that represent a position of the instrument in the 3D model. In addition, surface-distance measurements may be derived describing a distance from the scanned surface. Inertial measurements are also recorded. The instrument model coordinates, surface-distance measurements, and inertial measurements are correlated and filtered by a rules based selection process to determine scanned-surface model coordinates.

    摘要翻译: 生成表示扫描表面的扫描面模型包括各种步骤。 例如,可以获得表示仪器在3D模型中的位置的仪器模型坐标。 另外,可以得出描述距扫描表面的距离的表面距离测量。 也记录惯性测量。 仪器模型坐标,表面距离测量和惯性测量通过基于规则的选择过程进行相关和过滤,以确定扫描面模型坐标。

    METHOD FOR BUILDING OVER AN OPENING VIA INCREMENTAL LAUNCHING
    5.
    发明申请
    METHOD FOR BUILDING OVER AN OPENING VIA INCREMENTAL LAUNCHING 审中-公开
    通过增长启动建立开放式的方法

    公开(公告)号:US20130139330A1

    公开(公告)日:2013-06-06

    申请号:US13751918

    申请日:2013-01-28

    IPC分类号: E01D21/06 E01D19/12

    摘要: Methods and systems for building a stress ribbon structure over an opening via incremental launching, a construction fixture, a support structure, an anchorage panel, and a stress ribbon structure are disclosed. Construction fixtures are constructed adjacent to a support structure. The stress ribbon structure is constructed in a staging area and in sections that are suspended between the construction fixtures. Anchorage panels at each end of a section engage a blister on the construction fixtures and the support structure. Completed sections are launched from the construction fixtures onto and along the support structure. Sections are individually constructed and launched and adjacent sections abut along a lateral edge. Adjacent sections are aligned by adjusting tension in integral support cables and their ends pivot or rotate about the blisters via a bearing system with both rotational flexibility and low friction to support sliding in the direction of launching.

    摘要翻译: 公开了用于通过增量发射,施工夹具,支撑结构,锚固板和应力带结构在开口上构建应力带结构的方法和系统。 结构固定装置被构造成与支撑结构相邻。 应力带结构构造在分段区域和悬挂在施工夹具之间的部分中。 一段的每一端的锚定板与结构固定装置和支撑结构上的泡罩接合。 完成的部分从施工工具启动并沿着支撑结构。 切片单独构造和推出,相邻部分沿着侧边缘邻接。 相邻的部分通过调整整体支撑电缆中的张力而对齐,并且其端部通过具有旋转柔性和低摩擦力的轴承系统围绕泡罩枢转或旋转以支持沿发射方向的滑动。

    OPTIMIZING TRAFFIC PREDICTIONS AND ENHANCING NOTIFICATIONS
    6.
    发明申请
    OPTIMIZING TRAFFIC PREDICTIONS AND ENHANCING NOTIFICATIONS 审中-公开
    优化交通预测和增强通知

    公开(公告)号:US20130304367A1

    公开(公告)日:2013-11-14

    申请号:US13946263

    申请日:2013-07-19

    IPC分类号: G08G1/00

    摘要: Travel-demand forecasting methods are described for predicting traffic volume based, at least in part, on user-entered data in the form of anticipated traffic routes, demographic data and/or other types of socioeconomic data. This data can source a prediction algorithm or be used to forecast traffic patterns. Methods and systems are described for, among other things, optimizing traffic predictions, forecasting traffic patterns using user-assigned trip patterns, associating rich attribute information to navigation routes, exposing personal-logistic information to a group, communicating traffic-situation-generated alerts based on user information, optimizing a presentation of user-defined traffic routes, and presenting location indications based on proximity (temporal or geographical).

    摘要翻译: 描述了旅行需求预测方法,用于至少部分地基于预期的交通路线,人口统计数据和/或其他类型的社会经济数据的形式的用户输入的数据来预测交通量。 该数据可以提供预测算法或用于预测流量模式。 描述了方法和系统,用于尤其优化交通预测,使用用户分配的行程模式来预测交通模式,将富属性信息与导航路线相关联,将个人物流信息暴露给群体,传达基于交通状况的警报 用户信息,优化用户定义的交通路线的呈现,以及基于邻近度(时间或地理)呈现位置指示。

    CREATING A MODEL OF A SCANNED SURFACE FOR COMPARISON TO A REFERENCE-SURFACE MODEL
    9.
    发明申请
    CREATING A MODEL OF A SCANNED SURFACE FOR COMPARISON TO A REFERENCE-SURFACE MODEL 有权
    创建一个扫描表面的模型,以便与参考表面模型进行比较

    公开(公告)号:US20130238305A1

    公开(公告)日:2013-09-12

    申请号:US13793700

    申请日:2013-03-11

    IPC分类号: G06T17/05

    摘要: Generating a scanned-surface model representing a scanned surface includes various steps. For example, instrument model coordinates may be obtained that represent a position of the instrument in the 3D model. In addition, surface-distance measurements may be derived describing a distance from the scanned surface. Inertial measurements are also recorded. The instrument model coordinates, surface-distance measurements, and inertial measurements are correlated and filtered by a rules based selection process to determine scanned-surface model coordinates.

    摘要翻译: 生成表示扫描表面的扫描面模型包括各种步骤。 例如,可以获得表示仪器在3D模型中的位置的仪器模型坐标。 另外,可以得出描述距扫描表面的距离的表面距离测量。 也记录惯性测量。 仪器模型坐标,表面距离测量和惯性测量通过基于规则的选择过程进行相关和过滤,以确定扫描面模型坐标。

    PRIORITIZING BRIDGES TO REPAIR BASED ON RISK
    10.
    发明申请
    PRIORITIZING BRIDGES TO REPAIR BASED ON RISK 有权
    根据风险重新修复桥梁

    公开(公告)号:US20130097113A1

    公开(公告)日:2013-04-18

    申请号:US13692802

    申请日:2012-12-03

    IPC分类号: G06N5/02

    摘要: Embodiments of the invention are generally directed toward methods, systems, and computer-readable media for prioritizing bridge repairs using a risk-based analysis. An overall risk factor is generated for each of a plurality of bridges. The overall risk factor represents the probability of failure times the consequence on failure for the bridge. Repairs to bridges that pose a greater risk may be prioritized before repairs made to bridges posing a lower risk.

    摘要翻译: 本发明的实施例通常涉及使用基于风险的分析来优先化桥梁维修的方法,系统和计算机可读介质。 为多个桥梁中的每一个产生整体风险因素。 总体风险因素表示失败的概率时间对桥梁故障的后果。 在对构成较低风险的桥梁进行维修之前,可能会优先考虑构成更大风险的桥梁。