Masts with combined guys and analysis of their behavior

Kamaitis, Ipolitas Zenonas; Juozapaitis, Algirdas; Jatulis, Donatas

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/136812

Masts with combined guys and analysis of their behavior

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
Kamaitis, Ipolitas Zenonas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Juozapaitis, Algirdas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Jatulis, Donatas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Masts with combined guys and analysis of their behavior

[en]

Ipolitas-Zenonas Kamaitis, Algirdas Juozapaitis, Donatas Jatulis

Is part of

The 8th International conference Modern building materials, structures and techniques : selected papers : May 19-21, 2004, Vilnius, Lithuania

Published In

Year	Start Page	End Page
2004	502	507

Publisher

Vilnius : Technika, 2004

Referenced in Database(s)(DBs)

Conference Proceedings Citation Index - Science (Web of Science)

Extent

p. 502-507

URI

URI
https://hdl.handle.net/20.500.14911/136812
https://talpykla.elaba.lt/elaba-fedora/objects/elaba:3674515/datastreams/COVER/content

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

An original steel mast structure, in which combined guys with branches are used instead of ordinary continuous ones, is discussed in this paper. Behavior of ordinary and combined guys is analyzed taking in to account component of load directed along the guy chord. Comparative analysis of analytical and numerical calculation results is presented. The influence of geometrical parameters of combined guy on its stress-strain state is analyzed. Behavior of the new steel mast structure is investigated, effectiveness in use of this mast structure is pointed out.