By Mohamad Al Ali, Peter Platko
The foreign convention on Engineering Sciences and applied sciences (ESaT 2015), equipped lower than the auspices of the college of Civil Engineering, Technical collage in Košice – Slovak Republic used to be held may perhaps 27–29, 2015 within the excessive Tatras, Slovak Republic. Facilitating discussions on novel and basic advances within the fields of Engineering Sciences and applied sciences for scientists, researchers and execs from worldwide. The convention involved in a large spectrum of issues and parts of Civil engineering sciences:
- Materials and technologies
- Survey, mapping and planning
- Buildings and structures
- Roads, bridges and geotechnics
- Reliability and sturdiness of structures
- Mechanics and dynamics
- Water offer and drainage
- Heating, air flow and air condition
- Environmental engineering
- Construction expertise and management
- Computer simulation and modeling
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The technology is remote and does not require contact with the structure under survey. It makes it possible to register the condition of the whole structure, and not only of some selected characteristic points. Additional HDS targets mounted on checked structure allow to control displacements of selected points with an accuracy of ±2 mm. 3 EXAMPLES OF GEODETIC METHODS APPLICATION ON TEST FIELD The closed-end steel pipe pile testing program in Bojszowy Nowe (Southern Poland) started on Feb. 3rd 2015.
Their automatic managing of technology by CCS is divided to three main levels: – directive – net of data collection from input/output interfaces which complete managing PLC automatic machines (Programmable Logic Controller) and ensure functional technology managing – procedural – net of communication on the level of managing automatic machines, it ensures transformation of technological device conditions into the electrical form – visualization – visualization net that determined to ensure connection of human operator with managing technology.
2001, Olsen 2015). During the scanning a vertically rotating prism sends the impulses of a laser beam which are reflected from the structure under scrutiny. The scanner rotates simultaneously at a predetermined leap in the horizontal plane. For each point under survey, the reflectorless measurement of the distance (up to 300 m) is taken, and 16 Figure 1. Instrument (a) and reference system (b) applied to provide an appropriate accuracy of results. the horizontal and vertical angles are recorded.