Filtry
Influence of Torsional Rigidity on Aeroelastic Stability of Stress-Ribbon Footbridges.
Original scientific paper dealing with Influence of Torsional Rigidity on Aeroelastic Stability of Stress-Ribbon Footbridges....
JL - Únava materiálu a lomová mechanika
- 1998 •
- D
Rok uplatnění
D - Stať ve sborníku
Footbridges combining arches with stress-ribbons
Structural system combining arches with a stres-ribbon is described in terms of the architectural and structural solution, static and dynamic analyses and the process of construction....
JM - Inženýrské stavitelství
- 2009 •
- Jx
Rok uplatnění
Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
Aeroelastic Characteristics of Stressed Ribbon Footbridge.
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JL - Únava materiálu a lomová mechanika
- 1993 •
- D
Rok uplatnění
D - Stať ve sborníku
Dynamics and Aerodynamics of Stress-Ribbon Footbridges.
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JL - Únava materiálu a lomová mechanika
- 1997 •
- D
Rok uplatnění
D - Stať ve sborníku
Experimental Analysis of Aerodynamics Stability of Stress-Ribbon Footbridges.
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JM - Inženýrské stavitelství
- 1999 •
- Jx
Rok uplatnění
Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
Wind Induced Vibrations of Concrete Stress Ribbon Footbridges.
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JN - Stavebnictví
- 1998 •
- Jx
Rok uplatnění
Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
Wind induced vibrations of concrete stress-ribbon footbridges.
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JL - Únava materiálu a lomová mechanika
- 1997 •
- D
Rok uplatnění
D - Stať ve sborníku
Plan curved flat arch and stress ribbon
Footbridges formed by a plan curved flat arch and stress ribbon are discussed in terms of the architectural and structural solution. These structures form a self-anchored structural system in which footing do not need to re...
JM - Inženýrské stavitelství
- 2010 •
- D
Rok uplatnění
D - Stať ve sborníku
Influence of torsional rigidity on aeroelastic stability of stress-ribbon footbridges.
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JL - Únava materiálu a lomová mechanika
- 1998 •
- D
Rok uplatnění
D - Stať ve sborníku
Dynamic response of concrete footbridges
Experience with the analysis and performance of 15 light concrete footbridges is presented from the point of view of their dynamic response caused by moving people. The footbridges are formed either by a stress ribbon
JM - Inženýrské stavitelství
- 2012 •
- Jx
Rok uplatnění
Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
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