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The lateral stability of Light-frame timber (LFT) shear-walls is typically ensured by the nailed connection between the wooden frame elements and the sheathing wooden panels, e.g. Oriented Strain Boards (OSB), whereas hold-downs and angle brackets are typically adopted to limit the rigid body rotation and sliding of shear-walls.
Setti A +5 more
openaire +2 more sources
Reinforced Effect on Brick Wall Using Timber Wall as a Retrofitting Method
The purpose of this study is to utilize timber material to enhance the in-plane shear strength and deformation capacity of a brick wall. The proposed strengthening method is light-weight and easy to assemble and includes a timber frame, plywood panel ...
Ariunaa Ganbaatar +3 more
doaj +1 more source
The purpose of this study was finding out proper wall assembly to reduce moisture accumulation in light frame wall under outdoor air conditions. For the purpose, moisture transfer and accumulation in a wall were evaluated for five types of wall assembly; typical wall (T), addition of a vapor retarder (P1), addition of two vapor retarders (P2), addition
Se-Jong Kim +2 more
openaire +2 more sources
Distribution of mosquito larvae in rice field habitats: A spatial scale analysis in semi-field condition [PDF]
The distribution of the mosquito larvae in the breeding habitats varies at the spatial scale depending on the availability of the resources and the predators.
Gautam, Aditya +3 more
core +2 more sources
The cold-formed steel-framed shear wall sheathed with steel sheet is widely used as a lateral force-resisting system for light-framed construction. However, the boundary conditions of the screw joint are not clear when steel is screwed to the frame.
Doo-Yong Lee, Bong-Ho Cho, Dam-I. Jung
doaj +1 more source
ModPalma: Conceptualization of a novel date palm midribs prefabricated enclosure wall panel
Despite the environmental and economic benefits of prefabrication, its applications in Egypt remain limited due to the lack of trained builders and manufacturers.
E.A. Darwish, Ayman Moustafa
doaj +1 more source
Assessment of dynamic and long-term performance of an innovative multi-story timber building via structural monitoring and dynamic testing [PDF]
Peer ...
Desgeorges, Yohann +5 more
core +1 more source
Lateral Load Carrying Capacities of Particleboard Shear Walls Made by Gluing with Timber Studs
Particleboard shear walls were developed and their lateral load carrying capacities were evaluated. The shear walls were made by connecting particleboards and timber studs with polyurethane (PUR) or nails.
Sung-Jun Pang +2 more
doaj +2 more sources
Seismic Response of a Platform-Frame System with Steel Columns
Timber platform-frame shear walls are characterized by high ductility and diffuse energy dissipation but limited in-plane shear resistance. A novel lightweight constructive system composed of steel columns braced with oriented strand board (OSB) panels ...
Davide Trutalli +4 more
doaj +1 more source
Introduction: Seismic damage affecting the non-structural components of buildings (such as infills) can significantly impact the expected economic losses over a structure’s service life.
Marco Giulivo +3 more
doaj +1 more source

