|
|
Static and modal analysis of bridge structure
Turková, Martina ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
The bachelor thesis is based on structural analysis calculated by Dopravoprojekt Ostrava company that was used for dimensioning of the oblique bridge structure No. 433 27-3, in Popůvky, Přerov district. The beam model which is part of static calculation and is designed by Nexis 32 software, served as ground. The aim of the thesis was to construct an identical beam model, specifying boardwall model and perform static and modal analysis. All calculation were done in Dlubal RFEM 5.01 software.
|
|
|
Bridge on a highway
Juřicová, Markéta ; Řehulka, Martin (referee) ; Panáček, Josef (advisor)
Diploma thesis deals with design of oblique highway bridge over the valley brook Pustějovského. Two-joist girder of three spans is selected from the three proposed variants. Static calculation is drafted according to European norem- Eurocode. The structure is designed and assessed for limit states temporary and permanent load conditions. And a further is elaborated detailed and well-arranged drawing documentation, visualization of bridge and construction procedure.
|
|
|
Bridge on a highway
Juřicová, Markéta ; Řehulka, Martin (referee) ; Panáček, Josef (advisor)
Diploma thesis deals with design of oblique highway bridge over the valley brook Pustějovského. Two-joist girder of three spans is selected from the three proposed variants. Static calculation is drafted according to European norem- Eurocode. The structure is designed and assessed for limit states temporary and permanent load conditions. And a further is elaborated detailed and well-arranged drawing documentation, visualization of bridge and construction procedure.
|
|
|
Static and modal analysis of bridge structure
Turková, Martina ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
The bachelor thesis is based on structural analysis calculated by Dopravoprojekt Ostrava company that was used for dimensioning of the oblique bridge structure No. 433 27-3, in Popůvky, Přerov district. The beam model which is part of static calculation and is designed by Nexis 32 software, served as ground. The aim of the thesis was to construct an identical beam model, specifying boardwall model and perform static and modal analysis. All calculation were done in Dlubal RFEM 5.01 software.
|
guest ::
