<abstract xmlns="http://www.w3.org/1999/xhtml">Experience of designing buildings with structural masonry walls and masonry non-structural elements using Codes CR 6-2006 [15a] and P 100-1/2006 [16a], that were developed based on design principles and rules of Eurocodes adopted in Romania SR EN 1996-1-1[13] and SR EN 1998-1[14], revealed the need of some additions and corrections of texts.These interventions made by developing Codes CR 6 -2013[15] and P 100-1/2013[16], which we can characterize synthetically as follows:
<list list-type="simple"><list-item>- Are aligned with the Structural Eurocodes principles but correcting some identified deficiencies.</list-item><list-item>- Resume some previous provisions of national regulations that lack in Eurocodes</list-item><list-item>- Introduce the results of recent theoretical and experimental research</list-item><list-item>- Provide practical application rules, simple and explicit, accompanied by “Commentary” and “Design examples”</list-item></list>The communication exposes and justifies synthetically the following new approaches introduced in the 2013 editions of the two regulations:
<list list-type="upper-roman"><list-item>Modification of the methodology for the partial safety factors (γM) and for establishing the minimum necessary strength values of masonry.</list-item><list-item>Additions and explanations of the design rules for unreinforced and confined masonry subjected to combined axial compression and flexure and to shear loading.</list-item></list></abstract>

Experience of designing buildings with structural masonry walls and masonry non-structural elements using Codes CR 6-2006 [15a] and P 100-1/2006 [16a], that were developed based on design principles and rules of Eurocodes adopted in Romania SR EN 1996-1-1[13] and SR EN 1998-1[14], revealed the need of some additions and corrections of texts.These interventions made by developing Codes CR 6 -2013[15] and P 100-1/2013[16], which we can characterize synthetically as follows:
- Are aligned with the Structural Eurocodes principles but correcting some identified deficiencies.- Resume some previous provisions of national regulations that lack in Eurocodes- Introduce the results of recent theoretical and experimental research- Provide practical application rules, simple and explicit, accompanied by “Commentary” and “Design examples”The communication exposes and justifies synthetically the following new approaches introduced in the 2013 editions of the two regulations:
Modification of the methodology for the partial safety factors (γM) and for establishing the minimum necessary strength values of masonry.Additions and explanations of the design rules for unreinforced and confined masonry subjected to combined axial compression and flexure and to shear loading.

Seismic Design of Masonry Buildings Some Gaps in Structural Eurocodes and their Correction by Codes CR 6 -2013 and P 100-1/2013

Professor, PhD, University of Architecture and Urbanism “I. Mincu” Bucureşti

Modelling in Civil Environmental Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Experience of designing buildings with structural masonry walls and masonry non-structural elements using Codes CR 6-2006 [15a] and P 100-1/2006 [16a], that...

Seismic Design of Masonry Buildings Some Gaps in Structural Eurocodes and their Correction by Codes CR 6 -2013 and P 100-1/2013

Online veröffentlicht: 09. Mai 2016

Seitenbereich: 36 - 46

DOI: https://doi.org/10.1515/mmce-2016-0004

Schlüsselwörter
Eurocode, partial safety factors γM, confined masonry, shear force

© 2016 Radu Petrovici, published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Seismic Design of Masonry Buildings Some Gaps in Structural Eurocodes and their Correction by Codes CR 6 -2013 and P 100-1/2013

Online veröffentlicht: 09. Mai 2016

Seitenbereich: 36 - 46

DOI: https://doi.org/10.1515/mmce-2016-0004

SchlüsselwörterEurocode, partial safety factors γM, confined masonry, shear force

© 2016 Radu Petrovici, published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Schlüsselwörter
Eurocode, partial safety factors γM, confined masonry, shear force