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National Repository of Grey Literature 4 records found  Search took 0.00 seconds. 
Nonlinear dynamic analysis of structures with seismic loads
 Navrátilová, Martina ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
Diploma thesis compares the methods for the calculation of the response of structures with seismic loads. Linear and nonlinear analyses are used for the calculations. In the case of linear analysis response spectrum method is applied. For nonlinear analysis pushover method is used. These two methods are compared in programs AxisVM and RFEM on the examples of high-rise building and space frame.
Detailed record
The influence of the magnitude of normal forces on nonlinear seismic analysis
 Holiš, Ondřej ; Lang, Rostislav (referee) ; Vlk, Zbyněk (advisor)
The thesis is focused on studying the influence of the magnitude of normal forces and loads on the nonlinear dynamic analysis. Pushover method and nonlinear time history analysis were used to solve these problems. A number of numerical models with different nonlinearities and progressively increasing loads have been developed. The results were then compiled into graphs and tables for comparison. RFEM 5, RFEM 6 and a program in Python were used for the calculations.
Detailed record
Nonlinear static and dynamic analysis of a high-rise building model on the effects of earthquakes
 Puža, Martin ; Martinásek, Josef (referee) ; Vlk, Zbyněk (advisor)
Diploma thesis deals with the calculation of the response of structures for seizmic loads by linear and nonlinear methods with subsequent comparison of results. The method of lateral forces is used for linear calculation. Particular examples are analyzed nonlinearly by using pushover method. The comparison of both methods is carried out according to the analytical calculation with softwares RFEM 5.30 and Midas Gen for certain constructions.
Detailed record
Nonlinear dynamic analysis of structures with seismic loads
 Navrátilová, Martina ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
Diploma thesis compares the methods for the calculation of the response of structures with seismic loads. Linear and nonlinear analyses are used for the calculations. In the case of linear analysis response spectrum method is applied. For nonlinear analysis pushover method is used. These two methods are compared in programs AxisVM and RFEM on the examples of high-rise building and space frame.
Detailed record

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