FEMA P695 seismic performance evaluation of Cold-formed steel buildings with different shear wall strengths and stiffnesses

Soil Dynamics and Earthquake Engineering - Tập 173 - Trang 108058 - 2023
Baris Mert Pehlivan1,2, Eray Baran2, Cem Topkaya2
1Nurol Controls and Avionics Systems, Ankara, Turkey
2Department of Civil Engineering, Middle East Technical University, Ankara, Turkey

Tài liệu tham khảo

2015 2017 2004 2009 Shamim, 2015, Numerical evaluation: AISI S400 steel-sheathed CFS framed shear wall seismic design method, Thin-Walled Struct, 95, 48, 10.1016/j.tws.2015.06.011 Wu, 2022, Multi-level simulation studies on seismic performance evaluation of steel-sheathed cold-formed steel framing shear walls, J Build Eng, 61 Morello, 2009, Seismic performance of multi-storey structures with cold-formed steel wood sheathed shear walls Vigh, 2013, Seismic performance assessment of steel corrugated shear wall system using non-linear analysis, J Constr Steel Res, 85, 48, 10.1016/j.jcsr.2013.02.008 Schafer, 2016, Seismic response and engineering of cold-formed steel framed buildings, Structures, 8, 197, 10.1016/j.istruc.2016.05.009 Leng, 2020, Incremental dynamic analysis and FEMA P695 seismic performance evaluation of a cold-formed steel–framed building with gravity framing and architectural sheathing, Earthq Eng Struct Dynam, 49, 394, 10.1002/eqe.3245 Shakeel, 2020, Behavior factor evaluation of CFS wood sheathed shear walls according to FEMA P695 for Eurocodes, Eng Struct, 221, 10.1016/j.engstruct.2020.111042 Fiorino, 2017, Behaviour factor (q) evaluation the CFS braced structures according to FEMA P695, J Constr Steel Res, 138, 324, 10.1016/j.jcsr.2017.07.014 Shakeel, 2019, Behaviour factor evaluation of CFS shear walls with gypsum board sheathing according to FEMA P695 for Eurocodes, Thin-Walled Struct, 141, 194, 10.1016/j.tws.2019.04.017 Landolfo, 2022, Lightweight steel systems: proposal and validation of seismic design rules for second generation of Eurocode 8, Thin-Walled Struct, 172, 10.1016/j.tws.2021.108826 Kechidi, 2017, Seismic design procedure for cold-formed steel sheathed shear wall frames: proposal and evaluation, J Constr Steel Res, 128, 219, 10.1016/j.jcsr.2016.08.018 Nguyen, 1996, Shear wall values for light weight steel framing, 46 Serrette, 1997 Li, 2012 Branston, 2004, Development of a design methodology for steel frame/wood panel shear walls Blais, 2006, Testing and analysis of light gauge steel frame/9 mm OSB wood panel shear walls Hikita, 2006, Combined gravity and lateral loading of light gauge steel frame/wood panel shear walls Pehlivan, 2022, Investigation of CFS shear walls with two-sided sheathing and dense fastener layout, Thin-Walled Struct, 180, 10.1016/j.tws.2022.109832 Morgan, 2002 Liu, 2014, Impact of construction details on OSB-sheathed cold-formed steel framed shear walls, J Constr Steel Res, 101, 114, 10.1016/j.jcsr.2014.05.003 Pehlivan, 2020, An energy dissipating hold down device for cold-formed steel structures, J Constr Steel Res, 166, 10.1016/j.jcsr.2019.105913 2016 Krawinkler, 2001 Macillo, 2018, Development and calibration of a hysteretic model for CFS strap braced stud walls, Advanced Steel Construction, 14, 337 Leng, 2017, Modeling seismic response of a full-scale cold-formed steel-framed building, Eng Struct, 153, 146, 10.1016/j.engstruct.2017.10.008 Kuşyilmaz, 2016, Evaluation of seismic response factors for eccentrically braced frames using FEMA P695 methodology, Earthq Spectra, 32, 303, 10.1193/071014EQS097M