Yayın: Finite sample breakdown points of outlier detection procedures
| dc.contributor.author | Hekimoglu, S | |
| dc.date.accessioned | 2026-06-27T12:56:22Z | |
| dc.date.issued | 1997 | |
| dc.description.abstract | The conventional iterative outlier detection procedures (CIODP), such as the Baarda-, Pope-, or t-testing procedure, based on the least-squares estimation (LSE) are used to detect the outliers in geodesy. Since the finite sample breakdown point (FSBP) of LSE is about 1/n, the FSBPs of the CIODP are also expected to be the same, about 1/n. In this paper, this problem is studied in view of the robust statistics for coordinate transformation with simulated data. Outliers have been examined in two groups: ''random'' and ''jointly influential.'' Random outliers are divided again into two subgroups: ''random scattered'' and ''adjacent.'' The single point displacements can be thought of as jointly influential outliers. These are modeled as the shifts along either the x- and y-axis or parallel to any given direction. In addition, each group is divided into two subgroups according to the magnitude of outliers: ''small'' and ''large.'' The FSBPs of either the Baarda-, Pope-, or t-testing procedure are the same and about 1/n. It means that only one outlier can be determined reliably by CIODP. However, the FSBP of the chi(2)-test is zero. | en |
| dc.identifier.endpage | 31 | |
| dc.identifier.issn | 0733-9453 | |
| dc.identifier.issue | 1 | |
| dc.identifier.startpage | 15 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.14981/47905 | |
| dc.identifier.volume | 123 | |
| dc.identifier.wos | A1997WD76300003 | |
| dc.language.iso | eng | |
| dc.publisher | ASCE-AMER SOC CIVIL ENGINEERS | |
| dc.relation.ispartof | JOURNAL OF SURVEYING ENGINEERING-ASCE | |
| dc.subject | LINEAR-MODELS | |
| dc.subject | Engineering | |
| dc.title | Finite sample breakdown points of outlier detection procedures | |
| dc.type | Article | |
| dspace.entity.type | Publication | |
| local.import.source | WOS |