Perforated metal shear panels as bracing devices of seismic-resistant structures. (November 2016)
- Record Type:
- Journal Article
- Title:
- Perforated metal shear panels as bracing devices of seismic-resistant structures. (November 2016)
- Main Title:
- Perforated metal shear panels as bracing devices of seismic-resistant structures
- Authors:
- Formisano, A.
Lombardi, L.
Mazzolani, F.M. - Abstract:
- Abstract: Steel Plate Shear Walls (SPSWs) are innovative systems able to confer to either new or existing structures a significant capacity to resist earthquake and wind loads. Many tests have shown that these devices may exhibit high strength, initial stiffness and ductility, as well as an excellent ability to dissipate energy. When full SPSWs are used as bracing devices of buildings, they may induce excessive stresses in the surrounding main structure where they are inserted, so to require the adoption of large cross-section profiles. For this reason, perforated steel panels, which are weakened by holes aiming at limiting the actions transmitted to the surrounding frame members, represent a valid alternative to full panels. In this work, aiming at showing the advantages of such devices, a FEM model of perforated panels has been calibrated on the basis of recent experimental tests. Subsequently, a parametric FEM analysis on different series of perforated panels, by changing the number and diameter of the holes, the plate thickness and the metal material, has been carried-out. Finally, the achieved numerical results have been used to set up an analytical tool to correctly estimate the strength and stiffness of perforated metal shear panels. Highlights: Calibration of a metal shear panel FEM model Setup of a parametric analysis on perforated metal shear panels Illustration of benefits from using perforated metal shear panels Proposal of an analytical tool to predict theAbstract: Steel Plate Shear Walls (SPSWs) are innovative systems able to confer to either new or existing structures a significant capacity to resist earthquake and wind loads. Many tests have shown that these devices may exhibit high strength, initial stiffness and ductility, as well as an excellent ability to dissipate energy. When full SPSWs are used as bracing devices of buildings, they may induce excessive stresses in the surrounding main structure where they are inserted, so to require the adoption of large cross-section profiles. For this reason, perforated steel panels, which are weakened by holes aiming at limiting the actions transmitted to the surrounding frame members, represent a valid alternative to full panels. In this work, aiming at showing the advantages of such devices, a FEM model of perforated panels has been calibrated on the basis of recent experimental tests. Subsequently, a parametric FEM analysis on different series of perforated panels, by changing the number and diameter of the holes, the plate thickness and the metal material, has been carried-out. Finally, the achieved numerical results have been used to set up an analytical tool to correctly estimate the strength and stiffness of perforated metal shear panels. Highlights: Calibration of a metal shear panel FEM model Setup of a parametric analysis on perforated metal shear panels Illustration of benefits from using perforated metal shear panels Proposal of an analytical tool to predict the perforated shear panel response in term of both strength and stiffness … (more)
- Is Part Of:
- Journal of constructional steel research. Volume 126(2016:Nov.)
- Journal:
- Journal of constructional steel research
- Issue:
- Volume 126(2016:Nov.)
- Issue Display:
- Volume 126 (2016)
- Year:
- 2016
- Volume:
- 126
- Issue Sort Value:
- 2016-0126-0000-0000
- Page Start:
- 37
- Page End:
- 49
- Publication Date:
- 2016-11
- Subjects:
- Steel Plate Shear Walls -- Perforated panels -- Circular holes -- FEM model -- Parametric analysis -- Design charts
Steel, Structural -- Periodicals
Building, Iron and steel -- Periodicals
Acier de construction -- Périodiques
Construction métallique -- Périodiques
624.1821 - Journal URLs:
- http://www.sciencedirect.com/science/journal/0143974X ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.jcsr.2016.07.006 ↗
- Languages:
- English
- ISSNs:
- 0143-974X
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 4965.193000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 1607.xml