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Journal of Surveying Engineering最新文献

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Gauss–Helmert Model for Total Station Positioning Directly in Geocentric Reference Frame Including GNSS Reference Points and Vertical Direction from Earth Gravity Model 包括GNSS参考点和地球重力模型垂直方向在内的地心参考系中全站仪直接定位的Gauss–Helmert模型
IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2019-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000287
E. Osada, M. Owczarek-Wesołowska, K. Sośnica
AbstractThe Gauss–Helmert observational model is derived in this paper for total station positioning directly in geocentric reference frame including Global Navigation Satellite Systems (GNSS) meas...
本文推导了包括全球导航卫星系统(GNSS)测量在内的地心参考系中全站仪直接定位的高斯-赫尔默特观测模型。。。
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引用次数: 4
Three-Dimensional Displacement Fields from InSAR through Tikhonov Regularization and Least-Squares Variance Component Estimation 基于吉洪诺夫正则化和最小二乘方差分量估计的InSAR三维位移场
IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2019-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000289
H. Mehrabi, B. Voosoghi, M. Motagh, R. Hanssen
AbstractSynthetic aperture radar interferometry (InSAR) measures the projection of three-dimensional (3D) ground displacement in the range direction and in the azimuth direction through image proce...
摘要合成孔径雷达干涉测量(InSAR)通过图像处理测量三维地面位移在距离方向和方位方向的投影。。。
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引用次数: 11
Precise Determination of Calibration Baseline Distances 精确确定校准基线距离
IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2019-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000288
M. Zrinjski, Đuro Barković, Sergej Baričević
AbstractSome errors that affect the accuracy of electronic distance measurement (EDM) instruments can be determined in a laboratory, but most are detectable and measurable only on a calibration bas...
摘要影响电子距离测量(EDM)仪器精度的一些误差可以在实验室中确定,但大多数误差只能在校准系统中检测到和测量到。
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引用次数: 3
Calibration of a Six-Axis Robot for GNSS Antenna Phase Center Estimation 用于GNSS天线相位中心估计的六轴机器人标定
IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2019-11-01 DOI: 10.1061/(asce)su.1943-5428.0000291
D. Willi, S. Guillaume
AbstractWe show that the scatter of the coordinates of the tool of an uncalibrated KUKA model AGILUS KR 6 R900 sixx lies between 0.5 and 0.7 mm if the same point is approached several times with di...
摘要我们证明了未校准的KUKA模型AGILUS KR 6 R900 sixx的工具坐标的散射在0.5到0.7mm之间,如果用di。。。
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引用次数: 3
Evaluation of the Online Positioning User Service for Processing Static GPS Surveys: OPUS-Projects, OPUS-S, OPUS-Net, and OPUS-RS 用于处理静态GPS测量的在线定位用户服务的评估:OPUS项目、OPUS-S、OPUS-Net和OPUS-RS
IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2019-08-01 DOI: 10.1061/(asce)su.1943-5428.0000280
D. Gillins, Darren Kerr, B. Weaver
AbstractThe National Geodetic Survey has developed four versions of the online positioning user service (OPUS) for postprocessing dual-frequency, static global positioning system (GPS) data. Each v...
国家大地测量局开发了四个版本的在线定位用户服务(OPUS),用于对双频静态全球定位系统(GPS)数据进行后处理。每个v。。。
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引用次数: 3
New Transition Curve Adapted to Railway Operational Requirements 适应铁路运行要求的新过渡曲线
IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2019-08-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000284
W. Koc
AbstractThis paper points to the limited possibilities of improving the existing situation of transition curves used in geometric layouts of the railway track. Difficulties in the practical impleme...
【摘要】本文指出改善铁路轨道几何布置中过渡曲线现状的可能性有限。实际执行中的困难……
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引用次数: 14
New Approach for Low-Cost TLS Target Measurement 低成本TLS目标测量的新方法
IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2019-08-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000285
D. Lichti, C. Glennie, A. Jahraus, P. Hartzell
AbstractThe registration and calibration of data captured with terrestrial laser scanner (TLS) instruments can be effectively achieved using signalized targets comprising components of both high an...
摘要地面激光扫描仪(TLS)仪器捕获的数据的配准和校准可以使用信号目标有效地实现,信号目标包括高分辨率和高分辨率的组件。。。
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引用次数: 14
TestGrids: Evaluating and Optimizing Map Projections TestGrids:评估和优化地图投影
IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2019-08-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000279
S. Baselga
AbstractIn the study of map projections, it is relatively simple to obtain meaningful estimators of distortion for a small area. The definition and especially the evaluation of global distortion me...
摘要在地图投影的研究中,获得小区域的有意义的失真估计是相对简单的。全球扭曲的定义,尤其是评估……
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引用次数: 8
M split Estimation Based on L 1 Norm Condition 基于l1范数条件的M分裂估计
IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2019-08-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000286
P. Wyszkowska, R. Duchnowski
AbstractThe variants of Msplit estimation proposed so far are based on the objective function related to the least-squares method and hence they are known as the squared Msplit estimation. We propo...
到目前为止提出的Msplit估计的变体是基于与最小二乘法相关的目标函数的,因此它们被称为平方Msplit估算。我们主张。。。
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引用次数: 9
Assessment of GCP Number and Separation Distance for Small UAS Surveys with and without GNSS-PPK Positioning GNSS-PPK定位下与非GNSS-PPK定位下小型UAS测量GCP数与分离距离评估
IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2019-08-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000283
D. Bolkas
AbstractGeoreferencing of aerial images from small unmanned aerial systems (sUASs) is often achieved using (1) an abundant number of ground control points (GCPs), or (2) global navigation satellite...
摘要小型无人机系统(sUASs)航拍图像的地理参考通常使用(1)大量的地面控制点(gcp),或(2)全球导航卫星。
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引用次数: 33
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Journal of Surveying Engineering
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