Attendibilità dei modelli per la valutazione dei moduli elastici delle murature suggeriti dalle norme tecniche

Research output: Contribution to journalArticle

13 Citations (Scopus)

Abstract

In this paper the results of an experimental investigation aimed to the assessment of Young moduli, rigidity moduli and other mechanical properties for different types of masonry are shown. The mechanical characteristics predicted by models proposed by some technical codes were compared against experimental data. This study was motivated by the suggestion of the Masonry Standards Joint Committee's (MSJC) code that, while proposing the use of such models, acknowledges the lack of testing in support of their validation. The experimental investigation has included compressive tests on components (blocks and mortar), diagonal compressive tests and ordinary compressive tests (orthogonally to beds joints) on portions of masonry. The details of the experimental campaign and the prediction capacity of the above models, for the types of masonry investigated, are presented.
Original languageItalian
Pages (from-to)38-59
Number of pages22
JournalIngegneria Sismica
Volume29
Publication statusPublished - 2012

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology
  • Safety, Risk, Reliability and Quality
  • Building and Construction

Cite this

@article{3cc9018eb4f9447e8911cc19d3535c4c,
title = "Attendibilit{\`a} dei modelli per la valutazione dei moduli elastici delle murature suggeriti dalle norme tecniche",
abstract = "In this paper the results of an experimental investigation aimed to the assessment of Young moduli, rigidity moduli and other mechanical properties for different types of masonry are shown. The mechanical characteristics predicted by models proposed by some technical codes were compared against experimental data. This study was motivated by the suggestion of the Masonry Standards Joint Committee's (MSJC) code that, while proposing the use of such models, acknowledges the lack of testing in support of their validation. The experimental investigation has included compressive tests on components (blocks and mortar), diagonal compressive tests and ordinary compressive tests (orthogonally to beds joints) on portions of masonry. The details of the experimental campaign and the prediction capacity of the above models, for the types of masonry investigated, are presented.",
author = "Maurizio Papia and Liborio Cavaleri and {Di Trapani}, Fabio and Giuseppe Macaluso",
year = "2012",
language = "Italian",
volume = "29",
pages = "38--59",
journal = "Ingegneria Sismica",
issn = "0393-1420",
publisher = "Patron Editore",

}

TY - JOUR

T1 - Attendibilità dei modelli per la valutazione dei moduli elastici delle murature suggeriti dalle norme tecniche

AU - Papia, Maurizio

AU - Cavaleri, Liborio

AU - Di Trapani, Fabio

AU - Macaluso, Giuseppe

PY - 2012

Y1 - 2012

N2 - In this paper the results of an experimental investigation aimed to the assessment of Young moduli, rigidity moduli and other mechanical properties for different types of masonry are shown. The mechanical characteristics predicted by models proposed by some technical codes were compared against experimental data. This study was motivated by the suggestion of the Masonry Standards Joint Committee's (MSJC) code that, while proposing the use of such models, acknowledges the lack of testing in support of their validation. The experimental investigation has included compressive tests on components (blocks and mortar), diagonal compressive tests and ordinary compressive tests (orthogonally to beds joints) on portions of masonry. The details of the experimental campaign and the prediction capacity of the above models, for the types of masonry investigated, are presented.

AB - In this paper the results of an experimental investigation aimed to the assessment of Young moduli, rigidity moduli and other mechanical properties for different types of masonry are shown. The mechanical characteristics predicted by models proposed by some technical codes were compared against experimental data. This study was motivated by the suggestion of the Masonry Standards Joint Committee's (MSJC) code that, while proposing the use of such models, acknowledges the lack of testing in support of their validation. The experimental investigation has included compressive tests on components (blocks and mortar), diagonal compressive tests and ordinary compressive tests (orthogonally to beds joints) on portions of masonry. The details of the experimental campaign and the prediction capacity of the above models, for the types of masonry investigated, are presented.

UR - http://hdl.handle.net/10447/182660

M3 - Article

VL - 29

SP - 38

EP - 59

JO - Ingegneria Sismica

JF - Ingegneria Sismica

SN - 0393-1420

ER -