Simplified analysis method of suspension bridges with rigid cabies

Grigorjeva, Tatjana; Juozapaitis, Algirdas; Kamaitis, Ipolitas Zenonas

Use this url to cite publication: https://hdl.handle.net/20.500.14911/147005

Simplified analysis method of suspension bridges with rigid cabies

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje užsienio tarptautinės konferencijos medžiagoje / Article in peer-reviewed foreign international conference proceedings (P1d)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

Author(s)

Author	Affiliation
Grigorjeva, Tatjana	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Juozapaitis, Algirdas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Kamaitis, Ipolitas Zenonas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Simplified analysis method of suspension bridges with rigid cabies

[en]

Tatjana Grigorjeva, Algirdas Juozapaitis, Zenonas Kamaitis

Is part of

Civil engineering'05, International scientific conference proceedings = Buvieciba'05, Starptautiskas konferences zinatniskie raksti : Jelgava 2005

Published In

Year	Start Page	End Page
2005	80	85

Publisher

Jelgava : Latvia University of Agriculture, 2005

Extent

p. 80-85

URI

URI
https://hdl.handle.net/20.500.14911/147005

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The basic disadvantage of suspensijon bridges can be considered being their increased deformability. One of the ways to increase the stiffening beam rigidity to a suspensijon cable. The rigid cable bette resists the imposed and unsymmetrical loads and displacements and retains its originar geometricform. Researches on the suspension bridge,s behaviour with rigid cables up to know werw not carried out. This paper presents a theoretical invesrigation of the suspensijon bridge with rigid cable. AIso, taking into account the geometrical non-linearity of rigid cable behaviour the simplified analysis method for determination of forces and displacements in stiffening girder and cabte of suspension bridge was developed.