Light Steel-Timber Frame with Composite and Plaster Bracing Panels

Article, Other literature type English OPEN
Roberto Scotta; Davide Trutalli; Laura Fiorin; Luca Pozza; Luca Marchi; Lorenzo  De Stefani;
  • Publisher: MDPI
  • Journal: Materials,volume 8,issue 11,pages7,354-7,370 (issn: 1996-1944, eissn: 1996-1944)
  • Publisher copyright policies & self-archiving
  • Related identifiers: pmc: PMC5458902, doi: 10.3390/ma8115386
  • Subject: QC120-168.85 | steel-timber structures | innovative technoprene bracing system | light-frame structures | Engineering (General). Civil engineering (General) | Technology | Article | TA1-2040 | T | Electrical engineering. Electronics. Nuclear engineering | TK1-9971 | Microscopy | seismic design | behavior factor | QH201-278.5 | Descriptive and experimental mechanics

The proposed light-frame structure comprises steel columns for vertical loads and an innovative bracing system to efficiently resist seismic actions. This seismic force resisting system consists of a light timber frame braced with an Oriented Strand Board (OSB) sheet an... View more
  • References (44)
    44 references, page 1 of 5

    1. Karacabeyli, E.; Ceccotti, A. Seismic force modification factor for design of multi-storey wood-frame platform construction. In Proceedings of the 30th Meeting of Working Commission W18-Timber Structures, Vancouver, BC, Canada, 25-28 August 1997.

    2. Källsner, B.; Girhammar, U.A. Analysis of fully anchored light-frame timber shear walls-Elastic model. Mater. Struct. 2009, 42, 301-320. [CrossRef]

    3. Casagrande, D.; Rossi, S.; Sartori, T.; Tomasi, R. Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls. Constr. Build. Mater. 2015. [CrossRef]

    4. Casagrande, D.; Rossi, S.; Tomasi, R; Mischi, G. A predictive analytical model for the elasto-plastic behavior of a light timber-frame shear-wall. Constr. Build. Mater. 2015. [CrossRef]

    5. Germano, F.; Metelli, G.; Giuriani, E. Experimental results on the role of sheathing-to-frame and base connections of a European timber framed shear wall. Constr. Build. Mater. 2015, 80, 315-328. [CrossRef]

    6. Van De Lindt, J.W.; Pei, S.; Pryor, S.E.; Shimizu, H.; Isoda, H. Experimental seismic response of a full-scale six-story light-frame wood building. J. Struct. Eng. 2010, 136, 1262-1272. [CrossRef]

    7. Gattesco, N.; Boem, I. Seismic performances and behavior factor of post-and-beam timber buildings braced with nailed shear walls. Eng. Struct. 2015, 100, 674-685. [CrossRef]

    8. De la Roche, I.; Dangerfield, J.A.; Karacabeyli, E. Wood products and sustainable construction. N. Z. Timber Des. J. 2003, 12, 9-13.

    9. Khorasani, Y. Feasibility study of hybrid wood steel structures. Master's Thesis, University of British Columbia, Vancouver, BC, Canada, April 2011.

    10. Stiemer, S.; Tesfamariam, S.; Karacabeyli, E.; Propovski, M. Development of steel-wood hybrid systems for buildings under dynamic loads. In Proceedings of the 7th International Specialty Conference on Behavior of Steel Structures in Seismic Areas (STESSA), Santiago, Chile, 9-11 January 2012.

  • Metrics
Share - Bookmark