The main defects of cast-in-situ multi-storey buildings and their evaluation

Marčiukaitis, Jonas Gediminas; Popov, Vladimir; Jonaitis, Bronius; Valivonis, Juozas

Use this url to cite publication: https://hdl.handle.net/20.500.14911/116872

The main defects of cast-in-situ multi-storey buildings and their evaluation

Details

Publication Type (CRIS)

Straipsnis nerecenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in non-peer-reviewed Lithuanian international conference proceedings (P2b)

Publication Type (eLABa)

Straipsnis nerecenzuotame konferencijos darbų leidinyje / Article in an un-reviewed conference proceedings (P2)

Author(s)

Author	Affiliation
Marčiukaitis, Jonas Gediminas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Popov, Vladimir	Vilniaus Gedimino technikos universitetas / Vilnius Gediminas Technical University (111950243)
Jonaitis, Bronius	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Valivonis, Juozas	Vilniaus Gedimino technikos universitetas / Vilnius Gediminas Technical University (111950243)

Title

The main defects of cast-in-situ multi-storey buildings and their evaluation

[en]

G. Marčiukaitis, V. Popovas, B. Jonaitis, J. Valivonis

Is part of

Facilities management in Central and Eastern Europe and Commonwealth of Independent States : proceedings of the international conference held in Vilnius, Lithuania, 14-15th May 1998

Published In

Year	Start Page	End Page
1998	333	339

Publisher

Vilnius : Technika, 1998

Extent

p. 333-339

URI

URI
https://hdl.handle.net/20.500.14911/116872

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The article deals with the main defects of precast-cast-in-situ buildings, causes of cracking of walls and their local pressure under floor slabs. It is demonstrated how these defects are affected by vertical loading of walls and by tangential stresses, their distribution in vertical joints, induced by horizontal loads and deformations due to temperature. Assessment principles of deterioration‘s in load bearing structures of prefabricated-monolithic houses are discussed.