By Mohamad Al Ali, Peter Platko
These are the court cases of the second foreign convention on Engineering Sciences and applied sciences (ESaT 2016), held from twenty ninth of June till the first of July 2016 within the scenic excessive Tatras Mountains, Tatranské Matliare, Slovak Republic. After the winning implementation and perfect suggestions of the 1st overseas convention ESaT 2015, ESaT 2016 was once prepared below the auspices of the college of Civil Engineering, Technical college of Košice, Slovak Republic in collaboration with the college of Miskolc, Hungary. The convention inquisitive about a large spectrum of issues and topic parts in civil engineering sciences. The lawsuits bringing new and unique advances and tendencies in a number of fields of engineering sciences and applied sciences that accost a variety of teachers, scientists, researchers and execs from universities and perform. The authors of the articles originate from varied nations worldwide making certain the significance, topicality, caliber and point of offered results.
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Extra info for Advances and Trends in Engineering Sciences and Technologies II: Proceedings of the 2nd International Conference on Engineering Sciences and ... Tatranské Matliare, Slovak Republic
The advantage is the clarity. Indexes w and f are used for the web and the flange of I- or H-section and index ω is used for torsional internal forces instead of index w used in Eurocodes to avoid the misunderstanding with web. Index ω is omitted at bimoment B. Indexes indicating cross-section axis y and z, which are often in Eurocodes omitted, are used even in the cases when it is clear that bending is about major axis y of I- or H-section. The relationship between relative bending moment My,Ed /Mpl,y,Rd, relative vertical shear force Vz,Ed / Vpl,z,Rd, relative bimoment BEd / Bpl,Rd, relative warping torsional moment Tω,Ed / Tpl,ω,Rd and relative St.
The long term behavior or the fatigue resistance of most timber-concrete composite connections is unknown. Many different types of connection and various configurations make it difficult to unify some formulas to calculate parameters of composite connection. Therefore more push-out test are required. ACKNOWLEDGEMENT Paper is the result of the Project implementation: University Science Park TECHNICOM for Innovation Applications Supported by Knowledge Technology, ITMS: 26220220182, supported by the Research & Development Operational Programme funded by the ERDF.
1954. Predeľnyje nagruzki tonkostennych balok pri sovmestnom dejstviji izgiba i kručenija. Sbornik trudov Instituta strojiteľnoj mechaniki Akademii Nauk Ukrainskoj SSR. 19, (in Russian). I. 1958. Isledovanie pročnosti tonkostennych steržnej za predelom uprugosti. Izdateľstvo AN Ukrainskoj SSR. Kiev, (in Russian). J. Baláž, Mi. J. P. Koleková Department of Structural Mechanics, Faculty of Civil Engineering, STU in Bratislava, Slovakia ABSTRACT: The resistances of the I- or H-section to interactions of bending and torsion internal forces are missing in the current Eurocodes.
Advances and Trends in Engineering Sciences and Technologies II: Proceedings of the 2nd International Conference on Engineering Sciences and ... Tatranské Matliare, Slovak Republic by Mohamad Al Ali, Peter Platko