Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/12754
Registo completo
Campo DC | Valor | Idioma |
---|---|---|
dc.contributor.author | Barros, Joaquim A. O. | - |
dc.contributor.author | Lourenço, Paulo B. | - |
dc.date.accessioned | 2011-07-08T11:52:12Z | - |
dc.date.available | 2011-07-08T11:52:12Z | - |
dc.date.issued | 2000-06 | - |
dc.identifier.uri | https://hdl.handle.net/1822/12754 | - |
dc.description.abstract | Size effect is a key aspect of masonry mechanics. This salient feature of quasi-brittle materials, which is mostly governed by the post-peak behavior of masonry and not by the randomness of the material strength, has been adopted in concrete codes but not in the new European code – Eurocode 6. In this paper, theoretical and experimental evidence of size effect in masonry subjected to flexure is presented, demonstrating the need of defining the flexural strength as a function of the width of the masonry wall. | por |
dc.language.iso | eng | por |
dc.rights | openAccess | por |
dc.subject | Flexural tensile strength | por |
dc.subject | Size effect | por |
dc.subject | Softening | por |
dc.subject | Randomness | por |
dc.title | Size effect on masonry subjected to out-of-plane loading | por |
dc.type | conferencePaper | - |
dc.peerreviewed | yes | por |
sdum.publicationstatus | published | por |
oaire.citationConferenceDate | 25-28 Junho 2000 | por |
oaire.citationStartPage | 1085 | por |
oaire.citationEndPage | 1098 | por |
oaire.citationConferencePlace | Madrid | por |
oaire.citationTitle | 12th International Brick/Block Masonry Conference | por |
sdum.conferencePublication | 12th International Brick/Block Masonry Conference | por |
Aparece nas coleções: | ISISE - Comunicações a Conferências Internacionais |