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Static analysis of suspension bridge variants
Zavřelová, Michaela ; Martinásek, Josef (referee) ; Vlk, Zbyněk (advisor)
The bachelor's thesis deals with the static analysis of individual models of suspension footbridges. A manual calculation of the cable was processed. The actual position of the cable was determined by calculation. The manual calculation was compared with the RFEM calculation program. Furthermore, the models were loaded with manually calculated loads. The bachelor's thesis deals with the influence of pylon deflection on the global deformations of cable and bridge deck during individual load cases and combinations. For one of the models, the optimization of construction was processed.
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Static analysis of cable
Pőthe, Péter ; Kytýr, Jiří (referee) ; Vlk, Zbyněk (advisor)
This bachelor thesis deals with the static analysis of suspension cables of the suspension footbridge. The processing was done as a manual calculation as using the program system RFEM for a static finite element method from company Dlubal. The task was to determine the geometric shape of cables and the real position of suspenders, which we get after the construction of the bridge. The results were then compared with each other.
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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.
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Static analysis of suspension bridge variants
Zavřelová, Michaela ; Martinásek, Josef (referee) ; Vlk, Zbyněk (advisor)
The bachelor's thesis deals with the static analysis of individual models of suspension footbridges. A manual calculation of the cable was processed. The actual position of the cable was determined by calculation. The manual calculation was compared with the RFEM calculation program. Furthermore, the models were loaded with manually calculated loads. The bachelor's thesis deals with the influence of pylon deflection on the global deformations of cable and bridge deck during individual load cases and combinations. For one of the models, the optimization of construction was processed.
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Static analysis of cable
Pőthe, Péter ; Kytýr, Jiří (referee) ; Vlk, Zbyněk (advisor)
This bachelor thesis deals with the static analysis of suspension cables of the suspension footbridge. The processing was done as a manual calculation as using the program system RFEM for a static finite element method from company Dlubal. The task was to determine the geometric shape of cables and the real position of suspenders, which we get after the construction of the bridge. The results were then compared with each other.
|
|
|
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.
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