Horizontal stiffness of masonry walls infilled frame
| Autor: | Jasiński Radosław |
|---|---|
| Jazyk: | English<br />French |
| Rok vydání: | 2024 |
| Předmět: | |
| Zdroj: | MATEC Web of Conferences, Vol 396, p 05010 (2024) |
| Druh dokumentu: | article |
| ISSN: | 2261-236X 20243960 |
| DOI: | 10.1051/matecconf/202439605010 |
| Popis: | 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. |
| Databáze: | Directory of Open Access Journals |
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