Multi-Span Composite Timber Beams with Rational Steel Reinforcements
Wooden multi-span beams with steel reinforcement were studied experimentally on a stationary stand using an eight-point loading scheme that simulated a load uniformly distributed over the beam span. The studies were carried out on beams with a span of 4.8 m with a cross-sectional area of 40 mm × 80...
Main Authors: | Mikhail Lukin, Evgeny Prusov, Svetlana Roshchina, Maria Karelina, Nikolay Vatin |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-01-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/11/2/46 |
Similar Items
-
Glued Laminated Timber in Architecture
by: Manja Kitek Kuzman, Leon Oblak, Srečko Vratuša
Published: (2010-09-01) -
Bending Behavior of Separable Glued-Laminated Timber (GLT)-Steel Beam Combined with Inclined Screws
by: Sung-Jun Pang, et al.
Published: (2023-04-01) -
Bending Behavior of Separable Glued-Laminated Timber (GLT)-Steel Beam Combined with Inclined Screws
by: Sung-Jun Pang, et al.
Published: (2023-04-01) -
Experimental investigation of glued laminated timber beam-to-beam connection / Klijuotosios medienos sijos elementų tarpusavio jungties eksperimentinis tyrimas
by: Tomas Gečys, et al.
Published: (2013-04-01) -
Experimental and Numerical Analyses of Timber–Steel Footbridges
by: Jozef Gocál, et al.
Published: (2024-04-01)