American Society of Civil Engineers (ASCE), 2017. Seismic Rehabilitation of Existing Buildings, ASCE/SEI 41-17, Reston, VA.
2.
Applied Technology Council, 1992. Guidelines for Cyclic Seismic Testing of Components of Steel Structures for Buildings, ATC-24, Redwood City, CA.
3.
ElkadyA., GhimireS., and LignosD., 2018. Fragility curves for wide-flange steel columns and implications for building-specific earthquake-induced loss assessment, Earthquake Spectra34, 1405–1429.
4.
Federal Emergency Management Agency, 2009. The Effects of Strength and Stiffness Degradation on Seismic Response, FEMA P-440A, Washington, DC.
5.
KrawinklerH., ParisiF., IbarraL., AyoubA., and MedinaR., 2001. Development of a Testing Protocol for Woodframe Structures, CUREE-Caltech Woodframe Project, Consortium of Universities for Research in Earthquake Engineering.
6.
MaisonB. F., and SpeicherM. S., 2016. Loading protocols for ASCE 41 backbone curves, Earthquake Spectra32, 2513–2532.
7.
YusukeS., and LignosD. G., 2014. Development of loading protocols for experimental testing of steel columns subjected to combined high axial load and lateral drift demands near collapse, Proceedings of the 10th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK.