âComputational Civil Engineering - "Intersections" International Journal

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“Computational Civil Engineering 2005”, International Symposium 1433.1. Simple network- consisting of observation points and fiducial pointsC1C2S1S2B1B2B3S4B6B5B4S3C4C3Figure 1 – Simple Observation NetworkPartial network- there are no reciprocal sight lines between observation points and fiducial points;O1C1C2S1S2B1 B2 B3S4B6 B5 B4S3O3C4C3O2Figure 2 – Partial Observation Network
144 C. NutiuFull network- consisting of all four types of points, with reciprocal sight lines between theobservation points and the fiducial points;O1C1S1S2C2B1 B2 B3S4B6 B5 B4S3O3C4C3Figure 3 – Full Observation NetworkO2When setting up a microtriangulation network we aim to obtain the best layout forthe geometric figures involved for the purpose of gaining an accuracy that willfully meet all the requirements. The observations in the microtriangulation networkpoints are made with the accuracy that corresponds to the 1 st , 2 nd and 3 rd degreenetworks, using the method of complete series (reiterations). During measuringprocess, measures will be taken for eliminating the effect of systematic errors andfor reducing the random errors to a minimum.4. CONCLUSIONSBased on what was stated so far, there remains the possibility to set up new typesof microtriangulation networks as applied to the observation of the constructionstructure.In the last decade, the development of the spatial geodetical technologies applied inthe study of the construction behaviour led to the implementation of these methodsthat use observation networks focused rigorously upon constructions like hangingbridges. Also, specially designed networks can be set up in mining areas.
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COMPUTATIONAL CIVIL ENGINEERING2005
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“Computational Civil Engineering.
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