ATC. (1989). Procedures for Post-Earthquake Safety Evaluation of Buildings, ATC-20. Applied Technology Council, Redwood City, CA.
ATC 35. (1999). Earthquake Aftershocks-Entering Damaged Building. Applied Technology Council, Redwood City, California. Technical Brief 2.
Bazzurro, P., Cornell, C.A., Menun, C., and Motahari, M. (2002). Advanced Seismic Assessment Guidelines. Report Prepared for PG&E, PEER Lifelines Program, Task 501 and Draft 1.
D’ayala, D., Meslem, A., Vamvatsikos, D., Porter, K., Rossetto, T., Crowley, H., & Silva, V. (2014) Guidelines for Analytical Vulnerability Assessment of Low/Mid-Rise Buildings: Methodology. Vulnerability Global Component Project.
FEMA 306. (1998). Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings– Basic Procedures Manual. Federal Emergency Management Agency, Washington, DC.
Fragiacomo, M., Amadio, C., & Macorini, L. (2004). Seismic response of steel frames under repeated earthquake ground motions. Engineering Structures, 26(13), 2021-2035.
Fragiadakis, M., & Vamvatsikos, D. (2010). Fast performance uncertainty estimation via pushover and approximate IDA. Earthquake Engineering & Structural Dynamics, 39(6), 683-703.
Hatzigeorgiou, G.D., & Beskos, D.E. (2009). Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes. Engineering Structures, 31(11), 2744-2755.
Hosseini Hashemi, B., & Naserpour, A. (2015). Performance evaluation of the damaged steel moment frames under mainshock-aftershock sequences considering plastic hinge modification factors. Journal of Seismology and Earthquake Engineering, 16(4).
Lee, K., & Foutch, D.A. (2004). Performance evaluation of damaged steel frame buildings subjected to seismic loads. Journal of Struct. Eng., 130, 588-599.
Li, Q., & Ellingwood, B.R. (2007). Performance evaluation and damage assessment of steel frame buildings under main shock–aftershock sequences. Journal of Earthq. Eng. Struct. Dyn., 36, 405-427.
Li, Y., Song, R., van de Lindt, J., Nazari, N., & Luco, N. (2012). Assessment of wood and steel structures subjected to earthquake mainshock-aftershock. In 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
Luco, N., Bazzurro, P., & Cornell, C.A. (2004). Dynamic versus static computation of the residual capacity of a mainshock-damaged building to withstand an aftershock. In 13th World Conference on Earthquake Engineering.
Maffei, J., Telleen, K., Mohr, D., Holmes, W., & Nakayama, Y. (2005). Test Applications of Advanced Seismic Assessment Guidelines: Report 2005/09.
Mahin, S.A. (1980). Effects of duration and aftershocks on inelastic design earthquakes. In Proceedings of the Seventh World Conference on Earthquake Engineering, 5, 677-680.
Naserpour, A., & Hosseini Hashemi, B. (2015). Performance Evaluation of Special Steel Moment Frames Under the Sequences of Mainshock-Aftershock. M.Sc. Thesis, International Institute of Earthquake Engineering and Seismology.
Ruiz-García, J., & Negrete-Manriquez, J.C. (2011). Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock–aftershock seismic sequences. Engineering Structures, 33(2), 621-634.
Vamvatsikos, D. (2002) SPO2IDA Software for Short, Moderate and Long Periods. Available: http://tremble. Stanford.edu/nausika/software/spo2ida-allt.
Vamvatsikos, D., & Cornell, C.A. (2002). Incremental dynamic analysis. Earthquake Engineering & Structural Dynamics, 31(3), 491-514.
Vamvatsikos, D., & Cornell, C.A. (2004). Applied incremental dynamic analysis. Earthquake Spectra, 20(2), 523-553.
Vamvatsikos, D., Jalayer, F., & Cornell, C.A. (2003). Application of incremental dynamic analysis to an RC-structure. In Proceedings of the FIB Symposium on Concrete Structures in Seismic Regions (pp. 75-86).
Yeo, G.L., & Cornell, C.A. (2009). A probabilistic framework for quantification of aftershock ground- motion hazard in California: Methodology and parametric study. Earthquake Engineering & Structural Dynamics, 38(1), 45-60.