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National Repository of Grey Literature

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	Experimental and numerical analysis of reinforced concrete reinforcement member subjected to shear forces Folvarčná, Ingrid ; Láník, Jaromír (referee) ; Žítt, Petr (advisor) Design and manufacture of test elements for experimental laboratory testing of shear damage. Testing of selected mechanical characteristics of test elements. Experimental analysis of test elements in the lab, creating a mathematical model in ATENA software, static analysis. Evaluation of experimental analysis and comparison with the values of static analysis. Final overall evaluation. Detailed record
	Static analysis of cable Folvarčná, Ingrid ; Kytýr, Jiří (referee) ; Vlk, Zbyněk (advisor) Subject of this thesis is to design the supporting rope of suspension bridge for pedestrians. The aim propose is the initial geometric shape of the rope and the rope load impressed upon the desired shape. The proposal will be carried out by hand calculation, which will be compared with the calculation in computing RFEM. To illustrate the behavior of the rope, the load will be carried out, but the rope will no longer be considered to limit states. Detailed record
	Experimental and numerical analysis of reinforced concrete reinforcement member subjected to shear forces Folvarčná, Ingrid ; Láník, Jaromír (referee) ; Žítt, Petr (advisor) Design and manufacture of test elements for experimental laboratory testing of shear damage. Testing of selected mechanical characteristics of test elements. Experimental analysis of test elements in the lab, creating a mathematical model in ATENA software, static analysis. Evaluation of experimental analysis and comparison with the values of static analysis. Final overall evaluation. Detailed record
	Static analysis of cable Folvarčná, Ingrid ; Kytýr, Jiří (referee) ; Vlk, Zbyněk (advisor) Subject of this thesis is to design the supporting rope of suspension bridge for pedestrians. The aim propose is the initial geometric shape of the rope and the rope load impressed upon the desired shape. The proposal will be carried out by hand calculation, which will be compared with the calculation in computing RFEM. To illustrate the behavior of the rope, the load will be carried out, but the rope will no longer be considered to limit states. Detailed record

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