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	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
	Analysis of structures with seismic loads in different program systems Navrátilová, Martina ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor) This bachelor thesis compares the response of structures with seismic loads in programs AxisVM and RFEM. Simplified method using lateral forces is used for the calculation. The calculations performed by above mentioned programs are also verified by manual calculation in the case of simple examples. Consecutively the displacements of individual nodes of the structure are compared. 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
	Analysis of structures with seismic loads in different program systems Navrátilová, Martina ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor) This bachelor thesis compares the response of structures with seismic loads in programs AxisVM and RFEM. Simplified method using lateral forces is used for the calculation. The calculations performed by above mentioned programs are also verified by manual calculation in the case of simple examples. Consecutively the displacements of individual nodes of the structure are compared. Detailed record

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