| Issue |
MATEC Web Conf.
Volume 396, 2024
8th World Multidisciplinary Civil Engineering - Architecture - Urban Planning Symposium (WMCAUS 2023)
|
|
|---|---|---|
| Article Number | 05010 | |
| Number of page(s) | 11 | |
| Section | Structural Engineering | |
| DOI | https://doi.org/10.1051/matecconf/202439605010 | |
| Published online | 24 May 2024 | |
Horizontal stiffness of masonry walls infilled frame
Laboratory of Civil Engineering Faculty and Department of Building Structures, Silesian University of Technology, Akademicka 5, 44-100 Gliwice, Poland
* Corresponding author: Radoslaw.Jasinski@polsl.pl
Walls used to fill a frame structure may serve non-load bearing (visual, acoustic or fire separation) or load bearing and stiffening functions which provide geometrical stability of a structure. They are shear walls without any vertical load from higher floors. This paper proposes an algorithm for determining stiffness of a singular frame area, taking into account standards CSA S304.1-04, FEMA 306 and FEMA 274. An attempt was made to cover all valid standards (EN 1996-1-1:2010 and prEN 1996-1-1:2017) applied for designs.
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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