By Mohamad Al Ali, Peter Platko
The foreign convention on Engineering Sciences and applied sciences (ESaT 2015), prepared less than the auspices of the college of Civil Engineering, Technical college 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 all over the world. The convention taken with a large spectrum of themes 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 provide and drainage
- Heating, air flow and air condition
- Environmental engineering
- Construction expertise and management
- Computer simulation and modeling
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Examples show advantages of authors procedure which is already used for design of metal structures. Use of Bessel functions for critical moments Mcr calculation. 1 Procedure of (Baláž & Koleková 2000a, b, 2002a, b) used in prEN 1999-1-1: May 2004 and EN 1999-1-1: May 2007 General formula: The procedure offers two possibilities how to obtain the relative non-dimensional critical moment µcr : a) from Figure 1, b) from formula (13). The backgrounds and more details see in (Baláž, I. & Koleková, Y.
18 Table 1. The values of relative vertical displacements from dial gauges. Displacements [mm] from dial gauge Load [kN] no. 1 no. 2 no. 45 Figure 3. Vertical displacements of the check points on the basis the total station measurements. Figure 4. Comparison of relative displacement values from dial gauges and total station. 19 5 BASIC CONCLUSIONS However the idea of Osterberg-like “budget” test of closed-end steel pipe piles is still in a phase of a prototype, it seems that it has a market potential, at least compared with the other time and money consuming testing procedures.
Graphical interpretation of equation (21). 04574. Figure 3. Comparison of procedures for calculation of relative non-dimensional critical moment µcr for cantilever loaded by uniform load q applied in point of end cross-section defined by relative non-dimensional coordinate of the point of load application related to shear center −4 ≤ ζg ≤ 4, (−8 ≤ ζg0 ≤8). 3 and in German National Annex to DIN EN 1995-1-1: 2005 (iii) Procedure given in Eurocode EN 1995-1-1: 2004 Formulae (24) give dangerous results, because Mcr for zg > 0 is greater than Mcr for zg > 0, what is nonsense.
Advances and Trends in Engineering Sciences and Technologies: Proceedings of the International Conference on Engineering Sciences and Technologies, ... High Tatras Mountains - Slovak Republic by Mohamad Al Ali, Peter Platko