References
- AISC (2017), Steel Construction Manual. Chicago, Ill, American Institute of Steel Construction.
- Almen, J.O. (1936), The uniform-section disk spring. ASME.
- ASCE/SEI41-13 (2014), Seismic Evaluation and Retrofit of Existing Buildings, ASCE.
- ASCE/SEI7-16 (2016), Minimum Design Loads and Associated Criteria for Buildings and Other Structures. American Society of Civil Engineers.
- ASTM-F2516-18 (2018), Standard Test Method for Tension Testing of Nickel-Titanium Superelastic Materials, PA, ASTM Standards.
- Bruneau, M., Chang, S.E., Eguchi, R.T., Lee, G.C., O'Rourke, T. D., Reinhorn, A.M. and Von Winterfeldt, D. (2003), "A framework to quantitatively assess and enhance the seismic resilience of communities", Earthq. Spectra, 19(4), 733-752. https://doi.org/10.1193%2F1.1623497. https://doi.org/10.1193%2F1.1623497
- Carr, A.J. (2008), "RUAUMOKO-Inelastic dynamic analysis program", Dep. Civil Eng., Univ. Canterbury, Christchurch, New Zealand.
- D'Aniello, M., Costanzo, S. and Landolfo, R. (2015), "The influence of beam stiffness on seismic response of chevron concentric bracings", J. Construct. Steel Res., 112, 305-324. https://doi.org/10.1016/j.jcsr.2015.05.021.
- DesRoches, R., McCormick, J. and Delemont, M. (2004), "Cyclic properties of superelastic shape memory alloy wires and bars.", J. Struct. Eng., 130(1), 38-46. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:1(38).
- Fan, X.W., Xu, L.H. and Li, Z.X. (2018), "Behaviors comparisons and prediction of pre-pressed spring self-centering energy dissipation braces", Int. J. Struct. Stab. Dyn., 18(08), 1840006. https://doi.org/10.1142/S0219455418400060.
- FEMA-P58 (2018), Seismic Performance Assessment of Buildings, Federal Emergency Management Agency.
- Fortney, P.J. and Thornton, W.A. (2015), "The chevron effect-not an isolated problem", Eng. J., 52(2), 125-163.
- Fortney, P.J. and Thornton, W.A. (2017), "The chevron effect and analysis of chevron beams-a paradigm shift", Eng. J., AISC, 54(4), 263-296.
- Gordian (2018), Building Construction Cost Data, RSMeans.
- Hadad, A.A. (2021), Development of an Innovative Resilient Steel Braced Frame with BellevilleDisk and Shape Memory Alloy Assemblies, Ph.D. Dissertation, University of Cincinnati.
- Hadad, A.A. and Fortney, P.J. (2019), "Studying the ductility factor for middle gusset connections in chevron braced frame configurations", In Structures Congress 2019: Buildings and Natural Disasters. American Society of Civil Engineers.
- Hadad, A.A. and Fortney, P.J. (2020), "Investigation on the performance of a mathematical model to analyze concentrically braced frame beams with V-Type bracing configurations", Eng. J., 57(2), 91-108.
- Hadad, A.A., Shahrooz, B.M. and Fortney, P.J. (2021), "Innovative resilient steel braced frame with Belleville disk and shape memory alloy assemblies", Eng. Struct., 237, 112166. https://doi.org/10.1016/j.engstruct.2021.112166.
- Liu, Y., Guo, Z., Liu, X., Chicchi, R. and Shahrooz, B. (2019), "An innovative resilient rocking column with replaceable steel slit dampers: Experimental program on seismic performance", Eng. Struct., 183, 830-840. https://doi.org/10.1016/j.engstruct.2019.01.059.
- NIST (2017), Guidelines for Nonlinear Structural Analysis for Design of Buildings Part I - General, Applied Technology Council.
- PEER (2013), PEER Ground Motion Database. University of California, Berkeley, CA, Pacific Earthquake Engineering Research Center.
- Sabelli, R., Mahin, S. and Chang, C. (2003), "Seismic demands on steel braced frame buildings with buckling-restrained braces", Eng. Struct., 25(5), 655-666. https://doi.org/10.1016/S0141-0296(02)00175-X.
- Sabol, T.A. (2004), "An assessment of seismic design practice of steel structures in the United States since the Northridge earthquake", Struct. Des. Tall Spec. Build., 13(5), 409-423. https://doi.org/10.1002/tal.282.
- Sahoo, D.R. and Chao, S.H. (2015), "Stiffness-based design for mitigation of residual displacements of buckling-restrained braced frames", J. Struct. Eng., 141(9), 04014229. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001204.
- Shen, J., Seker, O., Akbas, B., Seker, P., Momenzadeh, S. and Faytarouni, M. (2017), "Seismic performance of concentrically braced frames with and without brace buckling", Eng. Struct., 141, 461-481. https://doi.org/10.1016/j.engstruct.2017.03.043.
- Shen, J., Wen, R. and Akbas, B. (2015), "Mechanisms in two-story X-braced frames", J. Construct. Steel Res., 106, 258-277. https://doi.org/10.1016/j.jcsr.2014.12.014.
- Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514. https://doi.org/10.1002/eqe.141.
- Xie, Q. (2005), "State of the art of buckling-restrained braces in Asia", J. Construct. Steel Res., 61(6), 727-748. https://doi.org/10.1016/j.jcsr.2004.11.005.