Tragfähigkeit unbewehrter Mauerwerksscheiben nach DIN EN 1996-1-1/NA
| Author(s): |
Carl-Alexander Graubner
Michael Schmitt |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Mauerwerk, 2013, n. 5, v. 17 |
| Page(s): | 296-306 |
| DOI: | 10.1002/dama.201300595 |
| Abstract: |
Carrying capacity of unreinforced shear walls according to DIN EN 1996-1-1/NA.This paper deals with the carrying capacity of shear walls subjected to in-plane loading according to the design regulations of European Standard DIN EN 1996-1-1 and German national Annex [1]. A new approach to determine the load effects more realistically is described. Furthermore, by using a dimensionless notation a full set of design equations is presented, which allows for the calculation and comparison of the in-plane resistance of unreinforced masonry walls in an easy and understandable manner. An extensive parameter study with common stone-mortar-combinations was carried out in order to identify the distinctive failure modes and to derive significant simplifications in practical design. |
| Keywords: |
carrying capacity failure modes design resistance friction bending shear bearing capacity shear resistance lateral stability sliding diagonal tension diagonal compression
|
| Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10069247 - Published on:
15/12/2013 - Last updated on:
30/09/2018
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