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    Least-Squares Variance Component Estimation Applied to GPS Geometry-Based Observation Model 

    Source: Journal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author(s): A. R.; Amiri-Simkooei; Zangeneh-Nejad; Asgari
    Publisher: American Society of Civil Engineers
    Abstract: To achieve the best linear unbiased estimation of unknown parameters in geodetic data processing a realistic stochastic model for observables is required. This work is a follow-up to work carried out recently in which the ...
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    On the Covariance Matrix of Weighted Total Least-Squares Estimates 

    Source: Journal of Surveying Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): A. R.; Amiri-Simkooei; Zangeneh-Nejad; Asgari
    Publisher: American Society of Civil Engineers
    Abstract: Three strategies are employed to estimate the covariance matrix of the unknown parameters in an error-in-variable model. The first strategy simply computes the inverse of the normal matrix of the observation equations, in ...
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    On the Covariance Matrix of Weighted Total Least-Squares Estimates 

    Source: Journal of Surveying Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): A. R. Amiri-Simkooei; F. Zangeneh-Nejad; J. Asgari
    Publisher: American Society of Civil Engineers
    Abstract: Three strategies are employed to estimate the covariance matrix of the unknown parameters in an error-in-variable model. The first strategy simply computes the inverse of the normal matrix of the observation equations, in ...
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    Basic Concepts of Optimization and Design of Geodetic Networks 

    Source: Journal of Surveying Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): A. R.; Amiri-Simkooei; Asgari; Zangeneh-Nejad; Zaminpardaz
    Publisher: American Society of Civil Engineers
    Abstract: This contribution reviews a few basic concepts of optimization and design of a geodetic network. Proper assessment and analysis of networks is an important task in many geodetic-surveying projects. Appropriate quality-control ...
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    Stability Analysis of Deformation-Monitoring Network Points Using Simultaneous Observation Adjustment of Two Epochs 

    Source: Journal of Surveying Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author(s): A. R. Amiri-Simkooei; S. M. Alaei-Tabatabaei; F. Zangeneh-Nejad; B. Voosoghi
    Publisher: American Society of Civil Engineers
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    Recursive Least Squares with Additive Parameters: Application to Precise Point Positioning 

    Source: Journal of Surveying Engineering:;2018:;Volume ( 144 ):;issue: 004
    Author(s): Zangeneh-Nejad F.;Amiri-Simkooei A. R.;Sharifi M. A.;Asgari J.
    Publisher: American Society of Civil Engineers
    Abstract: There are two different but equivalent forms to solve a least squares (LS) adjustment problem, namely batch LS (BLS) and recursive LS (RLS). The batch form is usually not an appropriate approach when measurements are ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian