Author(s): | |
Title: | |
Abstract: | To transfer bending moments in building components consisting of a material without tensile strength always requires a simultaneously acting normal force. Accordingly, masonry walls exposed to horizontal loads (e.g. wind) require a minimum vertical load, so that the resultant stress at the mid-height of the wall remains the same within the cross-section. As part of the A2 amendment to DIN EN 1996-3/NA, this verification of walls subjected to low vertical loads, such as outer walls on the top floor exposed to high wind load was implemented in the National Annex. Part 3 of DIN EN 1996-3 includes a similar standard regulation for verification of the minimum vertical load, which is based on an arch effect within the wall cross-section. Based on this technical background and taking into account the main influencing parameters, a verification model is presented here which realistically describes the load-bearing behaviour of unreinforced masonry walls subjected primarily to bending. Apart from the bending moments due to wind load, an initial eccentricity of the wall as well as second order effects due to wall deformations also have to be taken into account. In addition, a simple approximation equation is provided for the practical determination of the required minimum vertical load. |
Source: | Mauerwerk 19 (2015), No. 4 |
Page/s: | 245-257 |
Language of Publication: | German |
I would like to buy the article
You can download this article for 25 € as a PDF file (0.93 MB). The PDF file can be read, printed and saved. Duplication and forwarding to third parties is not allowed. |
I am an online subscriberAs an online subscriber of the journal "Mauerwerk" you can access this article via Wiley Online Library. |
I would like to order "Mauerwerk"This article has been published in the journal "Mauerwerk". If you would like to learn more about the journal, you can order a free sample copy or find out more information on our website. |