NDLI: Point error research on fast calculating construction deformation observation control point based on Adobe Acrobat Software and CASIO program

Content Provider	IEEE Xplore Digital Library
Author	Nanming Mo Yufei Xu Liya Wang Gaofei Zhong Dan Zhu
Copyright Year	2011
Description	Author affiliation: Kunming No.2 Construction(Group) Co., Ltd., China (Dan Zhu) \|\| Technical Quality Division, Kunming Institute of Surveying and Mapping, China (Gaofei Zhong) \|\| Yunnan Water Conservancy And Electric Power School, Kunming, China (Yufei Xu) \|\| Department of Town and Country Construction & Engineering Management, Kunming University, China (Nanming Mo) \|\| Faculty of Surveying and Mapping, Kunming Metallurgy College, China (Liya Wang)
Abstract	Adobe Acrobat 7.0 Professional Software can be used in engineering technology. We can conveniently measure the length between the straight lines (two points) and its correspondence increment of coordinate in the drawings by making use of this software function. In addition, we can choose different angle observations and the precise of distance observations (such as electronic tachometer), provide a new method for fast and accurately calculating the error of the traverse point and carrying out the plan of optimized measure and calculation point error by using the programmed calculator fx-4500p as well as the program developed by the author himself.
Starting Page	6673
Ending Page	6676
File Size	698092
Page Count	4
File Format	PDF
ISBN	9781424494361
e-ISBN	9781424494392
DOI	10.1109/MACE.2011.5988576
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-07-15
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Presses Point Error of Traverse Point Design automation Calculators Fx-4500p Calculator Architecture Buildings The Weakest Point Error Portable document format Software Adobe Acrobat 7.0 Professional Software
Content Type	Text
Resource Type	Article

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