Analysis of interaction between structural members of circular concrete containment structures

Vadlūga, Romualdas

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/135460

Analysis of interaction between structural members of circular concrete containment structures

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in peer-reviewed Lithuanian international conference proceedings (P1e)

Publication Type (eLABa)

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

Author(s)

Title

Analysis of interaction between structural members of circular concrete containment structures

[en]

Romualdas Vadlūga

Is part of

Modern building materials, structures and techniques[elektroninis išteklius] : proceedings of the 8th international conference, held on May 19-22, 2004 Vilnius, Lithuania [CD]

Published In

Year	Start Page	End Page
2004	1	5

Publisher

Vilnius : Technika, 2004

Extent

p. 1-5

URI

URI
https://hdl.handle.net/20.500.14911/135460

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

The main structural members of containment structures are walls subjected to the pressure of liquids or particulate materials, which depends on destination and structural solution of the containment structure and other effects. Forces in walls of such containment structures due to internal or external normal pressure are determined as these for a shell of revolution with allowance for edge effect. Evaluation of the latter effect is associated with structural solution of base slab and roof (if any). Base of underground containment structures is a structure placed on elastic foundation. The base can consist of several interconnected structural members (rings, slabs, shells etc.). [...].