Critical remarks on the use of partial safety factors in non-linear analysis of vertically loaded masonry walls

2016 ◽  
pp. 79-86
Author(s):  
T. Bakeer ◽  
W. Jäger
Keyword(s):  
Linear Analysis ◽  
Masonry Walls ◽  
Safety Factors ◽  
Non Linear ◽  
Partial Safety Factors

A Multi-Pier MP procedure for the non-linear analysis of in-plane loaded masonry walls

2020 ◽  
Vol 212 ◽  
pp. 110534
Author(s):  
Hiva Pirsaheb ◽  
Mohammad Javad Moradi ◽  
Gabriele Milani
Keyword(s):  
Linear Analysis ◽  
Masonry Walls ◽  
Non Linear

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

2016 ◽  
Vol 12 (1) ◽  
pp. 36-46
Author(s):  
Radu Petrovici
Keyword(s):  
Seismic Design ◽  
Shear Loading ◽  
Masonry Walls ◽  
List Type ◽  
Structural Elements ◽  
Practical Application ◽  
Safety Factors ◽  
Design Rules ◽  
Confined Masonry ◽  
Partial Safety Factors

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.

Determination of Concrete Cube Strength from Used Samples / Určení Krychelné Pevnosti Betonu U Použitých Zkušebních Trámců

2012 ◽  
Vol 12 (2) ◽  
pp. 186-194 ◽  
Author(s):  
Oldřich Sucharda ◽  
David Mikolášek ◽  
Jiří Brožovský
Keyword(s):  
Compressive Strength ◽  
Concrete Beams ◽  
Linear Analysis ◽  
Bending Tests ◽  
Cube Strength ◽  
Non Linear ◽  
Compressive Strength Of Concrete ◽  
Concrete Cube

Abstract This paper deals with the determination of compressive strength of concrete. Cubes, cylinders and re-used test beams were tested. The concrete beams were first subjected to three-point or fourpoint bending tests and then used for determination of the compressive strength of concrete. Some concrete beams were reinforced, while others had no reinforcement. Accuracy of the experiments and calculations was verified in a non-linear analysis.

scholarly journals A non-linear analysis of running in the heavy and severe intensity domains

2021 ◽  
Author(s):  
Ben Hunter ◽  
Andrew Greenhalgh ◽  
Bettina Karsten ◽  
Mark Burnley ◽  
Daniel Muniz-Pumares
Keyword(s):  
Linear Analysis ◽  
Severe Intensity ◽  
Non Linear
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