Revised engineering method for analysis of behavior of suspension bridge with rigid cables and some aspects of numerical modeling

Grigorjeva, Tatjana; Juozapaitis, Algirdas

doi:10.1016/j.proeng.2013.04.048

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/141980

Revised engineering method for analysis of behavior of suspension bridge with rigid cables and some aspects of numerical modeling

Details

Publication Type (CRIS)

Straipsnis konferencijos medžiagoje Web of Science duomenų bazėje / Article in conference proceedings in Web of Science database (P1a1)

Publication Type (eLABa)

Straipsnis konferencijos darbų leidinyje Web of Science DB / Article in conference proceedings Web of Science DB (P1a)

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)

Title

Revised engineering method for analysis of behavior of suspension bridge with rigid cables and some aspects of numerical modeling

[en]

Tatjana Grigorjeva, Algirdas Juozapaitis

Is part of

Procedia Engineering. 11th international conference on modern building materials, structures and techniques (MBMST), May 16-17, 2013, Vilnius, Lithuania

Published In

Year	Volume	Start Page	End Page
2013	57	364	371

Publisher

Amsterdam : Elsevier

Referenced in Database(s)(DBs)

ScienceDirect

Conference Proceedings Citation Index - Science (Web of Science)

Extent

p. 364-371

URI

URI	Access Rights
https://hdl.handle.net/20.500.14911/141980
Straipsnis	Viso teksto dokumentas (atviroji prieiga) / Full Text Document (Open Access)

DOI

10.1016/j.proeng.2013.04.048

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The main disadvantage of suspension bridges is their increased deformability. One of the ways of suspension systems stabilization is giving certain bending stiffness to the suspension cables. This paper presents a revised theoretical and numerical analysis of the suspension bridge with rigid cable. Also, taking into account the bridge erection process the revised simplified method for the stress-strain analysis of suspension bridge with rigid cables is presented. Comparison of theoretical and numerical results is given.