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	Damping possibilities of bridges Urushadze, Shota ; Frýba, Ladislav Equations for the vibration of a beam and string connected by an elastic layer. Experiments on a model. Detailed record
	Dynamics of a beam coupled with a string Frýba, Ladislav ; Fischer, Cyril The beam with an axial force is coupled by an elasic layer of Winkler type with the pretensioned string. It is subjeced to a row of moving forces. The governing equations are solved using the integral transformations method. Detailed record
	Repair or the structure of a new bridge Frýba, Ladislav The technical and economic criteria are developed according to which it is able to decide whether to repair an old bridge or to build a new one. Detailed record
	Intensive vibration of a beam under rapidly moving system of forces Frýba, Ladislav ; Fischer, Cyril A beam subjected to a moving system of forces was solved bythe integral transformation method and the results areprovided in a compact form. The paper shows the effectof some parameters on the dynamic increments of deflectionsand the stress spectra. Detailed record
	Dynamic increments of stresses and accelerations in bridgesat high speeds Frýba, Ladislav A simple theoretical model of a bridge presented the stress-timeand vertical acceleration-time histories of a bridge beamsubjected to a moving high speed train. Their maximum valueswere summarized and offered the empirical formulas for thedesign of bridges on high speed lines. Detailed record
	Principles of the design and assessment of concrete bridges to fatigue Frýba, Ladislav Design and assessment of reinforced bridges to fatigue,principles, designing, criteria for reinforcement andcompressed concrete. Detailed record
	Behaviour of reinforced concrete bridges and theirelements under dynamic and fatigue loads Frýba, Ladislav Behaviour of reinforced bridges and their elementssubjected to dynamic and fatigue loads, dependenceof natural frequencies on the number of load cycles. Detailed record
	Analysis of Structures under Rapidly Moving Loads Frýba, Ladislav Railway bridges that are subjected to long very rapidly=moving trains are investigated. A resonance vibrationoccurs in this case. Detailed record
	Dynamic Behaviour of Bridges under High Speeds Frýba, Ladislav ; Náprstek, Jiří Detailed record
	Structural Damage Assessment Using Dynamic Response Procedures Pirner, Miroš ; Frýba, Ladislav ; Urushadze, Shota Detailed record

See also: similar author names
2	Frýba, Luboš
6	Frýba, Lukáš

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