The Effects of Floor Structures on the Masonry Walls of Multistorey Building

Luděk Vejvara

doi:10.4028/www.scientific.net/SSP.322.117

Paper Titles

The Influence of Various Types of Reinforcement of the Concrete Pillars of Precast Walls with an Opening
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Experimental and Numerical Study of Reinforcement Strains in RC Ties
p.100

Precast Dapped End - Nonlinear Analysis
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Experimental Analysis of Flat Slab Locally Supported by an Elongated Column
p.111

The Effects of Floor Structures on the Masonry Walls of Multistorey Building
p.117

Analysis of Zone Fire Models and their Application in Structural Fire Design
p.127

Effect of Membrane Forces on Punching Shear Capacity of Flat Slabs
p.136

Experimental Verification of Slender Reinforced Concrete Columns Design
p.142

Effect of Struts and Stirrups Inclinations on Shear Resistance
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HomeSolid State PhenomenaSolid State Phenomena Vol. 322The Effects of Floor Structures on the Masonry...

The Effects of Floor Structures on the Masonry Walls of Multistorey Building

Abstract:

In this contribution, the determination of loading forces in the joint of the floor structure and masonry is presented. The point is a subject being accompanied by designing multistorey masonry buildings.The problem of this apparently simple assignment is not so much a calculation of values from characteristic loading of both floors and walls or an actual numerical calculation of masonry carrying capacity, but a correct stipulation of the resultant force location at the spot under the floor structure.In the paper, the resting types of reinforced concrete floor structure on the masonry, influences on the resultant force magnitude, its position to the mid-masonry and consequences for the masonry construction design. The resting examples of floor structures, exhibitions of calculation, and schemas are given. Auxiliary tables and charts to specify the moments in the head of masonry were made up. In conclusion, a recommendation to the optimal span of floor structure destined for masonry construction is stated.

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Periodical:

Solid State Phenomena (Volume 322)

Pages:

117-126

DOI:

https://doi.org/10.4028/www.scientific.net/SSP.322.117

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Online since:

August 2021

Authors:

Luděk Vejvara*

Keywords:

Concrete, Eccentricity, Masonry, Pressure Force

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References

[1] L. Vejvara, Masonry structures 1, University of West Bohemia in Pilsen, Pilsen, (2015).

Google Scholar

[2] Eurocode 6: Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures, Úřad pro technickou normalizace, metrologii a státní zkušebnictví, Praha, (2013).

DOI: 10.3403/30092858

Google Scholar

[3] Schneider, Bautabellen für Ingenieure: mit Berechnungshinweisen und Beispielen, Werner Verlag, Köln, (2012).

DOI: 10.1002/bate.200301280

Google Scholar

[4] KALKSANDSTEIN, KAKLSANDSTEIN. DIN 1053-1 Mauerwerk. Berechnung und Ausführung, Bundesverband Kalksandsteinindustrie eV, Hannover, (2006).

Google Scholar

[5] National Annex - Eurocode 6: Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures, Úřad pro technickou normalizace, metrologii a státní zkušebnictví, Praha, (2014).

DOI: 10.3403/30092858u

Google Scholar