Project detail

Development of structural forms using stress - ribbon type decks strengthened by external cables or arches

Duration: 01.01.1900 —

Funding resources

Czech Science Foundation - Standardní projekty

- whole funder (1900-01-01 - not assigned)

On the project

Description in English
The Principal Investigators were resposible for the development of bridge structures using what are now known as `stress-ribbon' decks, i.e. thin precast prestressed concrete elements post-tensioned together by and supported on internal prestressing cables that are anchored into the abutments. In the design of the Lake Vranov Bridge, a stress-ribbon deck was erected in the shape of an arch by combining the erection and support of the deck with suspension cable and stay cable technologies using relativecomplex suspension and erection systems. Based upon the success in realizing these structures, funding is sought to extend the applicability of these new structural forms to long-span bridges, to bridges which are curved in plan, and bridges that requirevariable width of the deck, using both precast and cast-in-place concrete construction as well as various combinations of internal and external tendons. The research will also explore ways in which a concrete arch may be combined with a suspended stres

Mark

GA103/96/1635

Default language

Czech

People responsible

Stráský Jiří, prof. Ing., DSc. - principal person responsible

Units

Faculty of Civil Engineering
- (1996-01-01 - 1998-12-31)

Results

STRÁSKÝ, J., ROMPORTL, T. Oprava visutého mostu St. Johns. In 9. mezinárodní sympozium Mosty 2004. Brno: SEKURKON Brno, 2004. s. 137-140 ( s.)ISBN: 80-86604-10-1.
Detail

STRÁSKÝ, J., BELDA, I., KALÁB, P. Konstrukce střech z předpjatého pásu. In 2. Mezinárodní konference ZASTŘEŠENÍ BUDOV. Brno: Stavoprojekta stavební firma, a.s. Brno, 2004. s. 7-12 ( s.)ISBN: 80-214-2588-1.
Detail

STRÁSKÝ, J. Recent development in design of stress ribbon bridges. In Proceeding of "2004 Concrete Bridge Conference". Charlotte: 2004. p. 122-129 ( p.)
Detail

STRÁSKÝ, J.; NAVRÁTIL, J. Applications of Time-Dependent Analysis in the Design of Hybrid Bridge Structures. PCI Journal, November-December 1997, 2001, vol. 46, no. 4, p. 56-74 ( p.)ISSN: 0887-9672.
Detail

STRÁSKÝ, J., KULHAVÝ, T. The millennium bridge. L´industria italiana del Cemento, 2003, vol. 2003, no. 792, p. 860-872 ( p.)ISSN: 0019-7637.
Detail

STRÁSKÝ, J. Stress Ribbon and Cable Supported Pedestrian Bridge. Stress Ribbon and Supported Cable Pedestrian Bridge. Londýn: Thomas Telford, Ltd, 2004. p. 1-240 ( p.)ISBN: 072773282X.
Detail

STRÁSKÝ, J. Sacramento River Trail Pedestrian Bridge. In Bridge Builders. neuvedeno. Great Britain: Wiley Acadamy Great Britain, UK, 2002. p. 96-99 ( p.)ISBN: 0-471-49786-X.
Detail

STRÁSKÝ, J. Vranov Lake Pedestrian Bridge, Czech Republic. In Bridge Builders. neuvedeno. Great Britain: Wiley Academy Great Britain, UK, 2002. p. 100-105 ( p.)ISBN: 0-471-49786-X.
Detail

STRÁSKÝ, J. Willamette River Pedestrian Bridge, Eugene Oregon, USA. In Bridge Builders. neuvedeno. Great Britain: Wiley Academy Great Britain, UK, 2002. p. 106-109 ( p.)ISBN: 0-471-49786-X.
Detail

STRÁSKÝ, J. Swiss Bay Footbridge, Lake Vranov, Czech Republic. In 30 Bridges. neuvedeno. Great Britain: Laurence King Publishing, Ltd., London, UK, 2002. p. 160-165 ( p.)ISBN: 1-85669-217-5.
Detail

STRÁSKÝ, J. Stress-Ribbon Bridges. In Architects + Engineers = Structures. neuvedeno. Great Britain: Wiley Academy Great Britain, UK, 2002. p. 75-78 ( p.)ISBN: 0-471-49825-4.
Detail

STRÁSKÝ, J. Rogue River Pedestrian Bridge. In Bridge Builders. neuvedeno. Great Britain: Wiley Academy Great Britain, UK, 2002. p. 92-95 ( p.)ISBN: 0-471-49786-X.
Detail

Responsibility: Stráský Jiří, prof. Ing., DSc.