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dc.contributor.authorLinqiang Yang
dc.contributor.authorGuoquan Wang
dc.contributor.authorYan Bao
dc.contributor.authorTimothy J. Kearns
dc.contributor.authorJiangbo Yu
dc.date.accessioned2017-12-30T13:01:19Z
dc.date.available2017-12-30T13:01:19Z
dc.date.issued2016
dc.identifier.other%28ASCE%29SU.1943-5428.0000155.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244620
dc.description.abstractThis study investigated long-term observations from three pairs of closely spaced, continuously operating reference stations (CORS): STVI and VITH (2008–2014, 0.6 km apart), BYSP and PRHL (2008–2014, 3.2 km apart), and CRO1 and VIKH (1995–2014, 23 km apart), in the region of Puerto Rico and Virgin Islands. The Global Positioning System (GPS) antennas of STVI, BYSP, and CRO1 are mounted on ground-based monuments. The GPS antennas of VITH, PRHL, and VIKH are mounted on building-based monuments. This study indicated that there is no considerable difference between building-based and ground-based CORS with regard to the precision of daily positions and the reliability of long-term site velocities. The amplitude of thermal movements associated with daily temperature changes and the wind drift associated with air pressure change from a 2-story concrete building fell below the detectable levels of the present high-precision GPS technique determined by Precise Point Positioning (PPP) processing. Further analysis indicated that (1) building-based CORS can retain more complete GPS observations and provide a more stable multipath environment, and (2) the large and heavy mass of the building and its foundation can decrease the amplitude of seasonal signals and filter certain short-period motions. As a result, the building-based CORS have the potential to perform better than the ground-based CORS as long as their monuments are firmly fixed on 1-story or 2-story concrete buildings and the buildings themselves are stable.
dc.publisherAmerican Society of Civil Engineers
dc.titleComparisons of Ground-Based and Building-Based CORS: A Case Study in the Region of Puerto Rico and the Virgin Islands
dc.typeJournal Paper
dc.journal.volume142
dc.journal.issue3
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000155
dc.page05015006
dc.treeJournal of Surveying Engineering:;2016:;Volume ( 142 ):;issue: 003
dc.contenttypeFulltext


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