A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic behavior of cold-formed steel frame shear walls sheathed with ply-bamboo panels
https://orcid.org/0000-0003-4672-252X
AbstractThis paper presents an experimental study on the monotonic and cyclic lateral loading behavior of cold-formed steel (CFS) shear walls sheathed with glued laminated bamboo (glubam ply-bamboo) panels. A total of 16 model shear wall specimens with two types of aspect ratios were tested using ASTM loading protocols. The observed phenomena and the effects of different cyclic loading regimes are discussed. The shear capacity and deformability of ply-bamboo sheathed CFS shear walls are evaluated and compared with wood sheathing panel (WSP) sheathed CFS shear walls through four seismic equivalency parameters recommended by American Iron and Steel Institute (AISI) in 2010 (AISI-RP10-4 2010). The load distribution of the screws along the vertical edges of the panels and the forces in the shear anchors are discussed. The results obtained in this study can further promote the application of bamboo-based material in CFS structures, as potential options for eco-friendly and cost-effective construction.
HighlightsExperimentally investigated the monotonic and cyclic behaviors of CFS frame shear walls sheathed with ply-bamboo panelsNominal strength and corresponding design strength of the tested walls were recommended within AISI S213 and ICC-ES AC322 guidelines.The seismic performance of CFS frame shear walls sheathed with ply-bamboo panels is comparable to conventional WSP sheathed CFS shear walls.Each screw fastener along the vertical end of the shear wall sustains equal vertical force component.
Seismic behavior of cold-formed steel frame shear walls sheathed with ply-bamboo panels
https://orcid.org/0000-0003-4672-252X
AbstractThis paper presents an experimental study on the monotonic and cyclic lateral loading behavior of cold-formed steel (CFS) shear walls sheathed with glued laminated bamboo (glubam ply-bamboo) panels. A total of 16 model shear wall specimens with two types of aspect ratios were tested using ASTM loading protocols. The observed phenomena and the effects of different cyclic loading regimes are discussed. The shear capacity and deformability of ply-bamboo sheathed CFS shear walls are evaluated and compared with wood sheathing panel (WSP) sheathed CFS shear walls through four seismic equivalency parameters recommended by American Iron and Steel Institute (AISI) in 2010 (AISI-RP10-4 2010). The load distribution of the screws along the vertical edges of the panels and the forces in the shear anchors are discussed. The results obtained in this study can further promote the application of bamboo-based material in CFS structures, as potential options for eco-friendly and cost-effective construction.
HighlightsExperimentally investigated the monotonic and cyclic behaviors of CFS frame shear walls sheathed with ply-bamboo panelsNominal strength and corresponding design strength of the tested walls were recommended within AISI S213 and ICC-ES AC322 guidelines.The seismic performance of CFS frame shear walls sheathed with ply-bamboo panels is comparable to conventional WSP sheathed CFS shear walls.Each screw fastener along the vertical end of the shear wall sustains equal vertical force component.
Seismic behavior of cold-formed steel frame shear walls sheathed with ply-bamboo panels
https://orcid.org/0000-0003-4672-252X
AbstractThis paper presents an experimental study on the monotonic and cyclic lateral loading behavior of cold-formed steel (CFS) shear walls sheathed with glued laminated bamboo (glubam ply-bamboo) panels. A total of 16 model shear wall specimens with two types of aspect ratios were tested using ASTM loading protocols. The observed phenomena and the effects of different cyclic loading regimes are discussed. The shear capacity and deformability of ply-bamboo sheathed CFS shear walls are evaluated and compared with wood sheathing panel (WSP) sheathed CFS shear walls through four seismic equivalency parameters recommended by American Iron and Steel Institute (AISI) in 2010 (AISI-RP10-4 2010). The load distribution of the screws along the vertical edges of the panels and the forces in the shear anchors are discussed. The results obtained in this study can further promote the application of bamboo-based material in CFS structures, as potential options for eco-friendly and cost-effective construction.
HighlightsExperimentally investigated the monotonic and cyclic behaviors of CFS frame shear walls sheathed with ply-bamboo panelsNominal strength and corresponding design strength of the tested walls were recommended within AISI S213 and ICC-ES AC322 guidelines.The seismic performance of CFS frame shear walls sheathed with ply-bamboo panels is comparable to conventional WSP sheathed CFS shear walls.Each screw fastener along the vertical end of the shear wall sustains equal vertical force component.
Seismic behavior of cold-formed steel frame shear walls sheathed with ply-bamboo panels
Journal of Constructional Steel Research ; 132 ; 217-229
2017-01-21
13 pages
Article (Journal)
Electronic Resource
English
Seismic behavior of cold-formed steel frame shear walls sheathed with ply-bamboo panels
| Online Contents | 2017
Seismic Performance of Sheathed Cold-Formed Shear Walls
| British Library Conference Proceedings | 2004