National Repository of Grey Literature 4 records found  Search took 0.00 seconds. 
Railway Bridge
Jirkovská, Eva ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The thesis deals with design and static assessment of the steel railway bridge with a span 36,6 m. The bridge is located on the two-track corridor line Košice - Púchov. It consists of two bridge structures connected by a longitudinal expansion joint. The main construction consists of four solid welded beams mounted on steel calotte bearings. The bridge deck is the top with a tub for the track bed, which is continuous at the site of the bridge. Bridging the bridge is secured by a track bed and a horizontal and lateral truss bracing. On both sides of the bridge are pedestrian walkways with a width of 1,5 m.
Numerical study of thin HPC overlay for orthotropic bridge deck
Miarka, Petr ; Šimonová, Hana (referee) ; Novák, Drahomír (referee) ; Seitl, Stanislav (advisor)
This Master Thesis compares three various concrete materials for stiffening orthotropic bridge deck plate and investigates stress reducing factors in selected weld joints. The thesis investigates the standard load situation and also overloaded situation. A parameter study with different material inputs has been done to see how it affects stress in weld joints.
Railway Bridge
Jirkovská, Eva ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The thesis deals with design and static assessment of the steel railway bridge with a span 36,6 m. The bridge is located on the two-track corridor line Košice - Púchov. It consists of two bridge structures connected by a longitudinal expansion joint. The main construction consists of four solid welded beams mounted on steel calotte bearings. The bridge deck is the top with a tub for the track bed, which is continuous at the site of the bridge. Bridging the bridge is secured by a track bed and a horizontal and lateral truss bracing. On both sides of the bridge are pedestrian walkways with a width of 1,5 m.
Numerical study of thin HPC overlay for orthotropic bridge deck
Miarka, Petr ; Šimonová, Hana (referee) ; Novák, Drahomír (referee) ; Seitl, Stanislav (advisor)
This Master Thesis compares three various concrete materials for stiffening orthotropic bridge deck plate and investigates stress reducing factors in selected weld joints. The thesis investigates the standard load situation and also overloaded situation. A parameter study with different material inputs has been done to see how it affects stress in weld joints.

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