Gniuždomo mūrinio elemento stiprio pagal Euronormas ir Lietuvoje galiojančias normas palyginimas

Pukelis, Petras

Use this url to cite publication: https://hdl.handle.net/20.500.14911/114439

Gniuždomo mūrinio elemento stiprio pagal Euronormas ir Lietuvoje galiojančias normas palyginimas

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)

Author	Affiliation
Pukelis, Petras	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)

Title

Gniuždomo mūrinio elemento stiprio pagal Euronormas ir Lietuvoje galiojančias normas palyginimas

[lt]

P. Pukelis

Title in other language

Strength of compression masonry member according to Eurocode and code acting in Lithuania compared

[en]

Is part of

Modern building materials, structures and techniques : proceedings of 6th international conference, held on May 19-21, 1999, Vilnius, Lithuania, Vol. III

Published In

Year	Start Page	End Page
1999	43	47

Publisher

Vilnius : Technika, 1999

Extent

p. 43-47

URI

URI
https://hdl.handle.net/20.500.14911/114439

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

Article deals with concentrically loaded compression masonry member made of solid module clay bricks used in Lithuania. Masonry thickness is assumed not less than 38 cm, i.e. with longitudinal mortar joint through the length of the masonry. Investigation revealed that ratio of brick compression grades by Eurocode and the acting code is 1,4. Design strength of the brickwork by Eurocode varies from 0,7 to 1,7 of thad according to the acting code. Ratio of buckling factors by ES and the acting code varies from 0,82 to 1,36. Carrying capacity of compression concentrically loated member according to ES is equal to 0,57-2,30 of that by the acting code in Lithuania. For the most practical cases carrying capacity by ES related to the characteristic load is 0,61-1,16 of that by the acting code when ratio of design loads by ES and by the acting code value of 1,25 is assumed.