Horizontal stiffness of masonry walls infilled frame-Reference-Cited by-同舟云学术

Horizontal stiffness of masonry walls infilled frame

Published:2024 Issue: Volume:396 Page:05010
ISSN:2261-236X
Container-title:MATEC Web of Conferences
language:
Short-container-title:MATEC Web Conf.

Author:

Jasiński Radosław

Abstract

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.

Publisher

EDP Sciences

Link

https://www.matec-conferences.org/10.1051/matecconf/202439605010/pdf

Reference12 articles.

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4. PLASTICITY, COMPOSITE ACTION AND COLLAPSE DESIGN OF UNREINFORCED SHEAR WALL PANELS IN FRAMES.

5. Proposed Method of Distribution of Horizontal Loads on Stiffening Walls