Stiffness of Experimentally Tested Horizontally Loaded Walls and Timber-Framed Modular Building

Author:

Miedziałowski Czesław1,Czech Krzysztof Robert1ORCID,Nazarczuk Marta2,Kosior-Kazberuk Marta1ORCID,Żakowicz Anna1

Affiliation:

1. Department of Building Structures and Structural Mechanics, Faculty of Civil Engineering and Environmental Sciences, Bialystok University of Technology, Wiejska 45E, 15-351 Bialystok, Poland

2. Unihouse SA, Rejonowa 5, 17-100 Bielsk Podlaski, Poland

Abstract

This paper presents an overview of representative up-to-date research and the authors’ own experimental results from tests of wall elements and a horizontally loaded timber-framed modular building. The research has been conducted in connection with the development of timber-based structures in recent years. In the present research, wall elements and modules of timber-frame construction with life-size dimensions were used. So far, these types of structures have mainly been tested in laboratories—especially with regard to anchoring and cyclic loading. An experimental testing was carried out on a natural scale in two stages based on the standard procedure described in EN 594. In the first stage, wall panels were tested. In the second stage, tests were carried out on a complete four-storey building. Dowel fasteners were used to fix the sheathing to the load-bearing wall structures. Additionally, the sheathing was glued to the timber frame of the walls. The same type of wall element was used for the construction of the tested building. Horizontal loads were applied at the height of the top of the walls in both stages. The building loads were applied in a direction perpendicular to the longitudinal axis of the modules. Based on test data, the stiffnesses of the wall panels and the whole building were derived, as well as the type of interaction between the modules and the influence of the walls on the spatial work of the building. On the basis of the conducted studies, both the stiffness of the walls in different configurations and the stiffness of the complete building were determined, as well as the nature of the interaction of neighbouring modules and the influence of wall connections on the 3D working of the building. The results show that the stiffness of the building in the horizontal plane in the direction of the applied load is almost twice as high as the sum of the stiffnesses of the building walls in the same direction.

Funder

Ministry of Education and Science

Publisher

MDPI AG

Subject

General Materials Science

Reference39 articles.

1. Cameron, P.J., and Di Carlo, N.G. (2007). Piecing Together Modular: Understanding the Benefits and Limitations of Modular Construction Methods for Multifamily Development. [Master’s Thesis, Massachusetts Institute of Technology].

2. The Future of Modular Technology in Construction, Design Guide;Szulc;Inżynier Budownictwa,2020

3. Malesza, J., and Miedziałowski, C. (2016, January 26–27). Current Directions in Development of Modern Wood-framed Houses. Proceedings of the 12th International Conference on Modern Building Materials, Structures and Techniques (MBMST 2016), Vilnius, Lithuania.

4. Evolution of Timber Structural Systems for Multi-storey Buildings;Nazarczuk;Civ. Environ. Eng.,2018

5. Malesza, J., Baszeń, M., and Miedziałowski, C. (2017, January 22–24). Development Directions for Various Types of the Light Wood-Framed Structures. Proceedings of the IOP Conference Series: Materials Science and Engineering, Tianjin, China.

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