Results 11 to 20 of about 71,611 (254)

Use of Metalfom Wall to response Light Steel Frame (LSF) structures Risk [PDF]

open access: yesJournal of Structural and Construction Engineering, 2018
Light Steel Frame System that is briefly called LSF is a building system which is used for implying of short-rise and mid-rise buildings (up to five floors). This system gets significant benefits, although in our country it is not much used.
Hashem Shariatmadar, Ali Yeganeh
doaj   +1 more source

Seismic resistance of existing buildings with added light timber structure storeys

open access: yesGrađevinar, 2022
In the presented paper, the problem of vertical expansions is treated in terms of seismic resistance of structures with added storeys. A large parametric study has been performed, confirming the impact of different number of added storeys, and the change
Jurij Jančar   +4 more
doaj   +1 more source

N‌U‌M‌E‌R‌I‌C‌A‌L S‌T‌U‌D‌Y O‌N P‌E‌R‌F‌O‌R‌M‌A‌N‌C‌E O‌F A S‌I‌X-S‌T‌O‌R‌Y H‌Y‌B‌R‌I‌D S‌T‌R‌U‌C‌T‌U‌R‌E W‌I‌T‌H S‌T‌E‌E‌L M‌O‌M‌E‌N‌T F‌R‌A‌M‌E S‌Y‌S‌T‌E‌M A‌N‌D U‌S‌I‌N‌G C‌L‌T A‌S S‌H‌E‌A‌R W‌A‌L‌L A‌N‌D F‌L‌O‌O‌R P‌A‌N‌E‌L [PDF]

open access: yesمهندسی عمران شریف, 2022
Recently, researchers have introduced CLT (Cross Laminated Timber), a kind of engineered wood product that is one of the most suitable construction materials for green building development for the future cities.
A.H. Hassani, S.R. Sabbagh Yazdi
doaj   +1 more source

Reinforced Effect on Brick Wall Using Timber Wall as a Retrofitting Method

open access: yesBuildings, 2022
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

LIGHT-FRAME TIMBER SHEAR-WALLS WITH DIAGONAL BOARD SHEATHING: EXPERIMENTAL AND NUMERICAL INVESTIGATION

open access: yesWorld Conference on Timber Engineering (WCTE 2023), 2023
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

Application of monosymmetrical I-beams in light metal frames with variable stiffness

open access: yesTrudy Odesskogo Politehničeskogo Universiteta, 2016
The article is devoted to effectiveness of using of monosymmetrical I-beams with flexible wall frame structures of variable section, features of their calculation and design.
Ігор Олександрович Скляров
doaj   +7 more sources

Lateral Load Carrying Capacities of Particleboard Shear Walls Made by Gluing with Timber Studs

open access: yesBioResources, 2022
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

open access: yesBuildings, 2017
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

Experimental and Numerical Investigation of Integrated Steel Shear Walls with Varying Web Width-to-Thickness Ratios

open access: yesAdvances in Materials Science and Engineering, 2023
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

Magnon pair emission from a relativistic domain wall in antiferromagnets

open access: yesPhysical Review Research, 2020
Magnon emission and excitation by a relativistic domain wall at a constant velocity in antiferromagnets is theoretically studied. A pair emission due to a quadratic magnon coupling is shown to be dominant.
Gen Tatara   +2 more
doaj   +1 more source

Home - About - Disclaimer - Privacy