Acknowledgement
Supported by : National Research Foundation of Korea (NRF)
References
- ASCE/SEI 7. (2010). Minimum design loads for buildings and other structures. Blacksburg, VA: American Society of Civil Engineers.
- Calabrese, A., & Lai, C. G. (2016). Sensitivity analysis of the seismic response of gravity quay walls to perturbation of input parameters. Soil Dynamics and Earthquake Engineering, 83, 55-62.
- Carr, A. J. (2009). User's manual of RUAUMOKO, the Maori god of Volcanoes and earthquakes. Christchurch: Department of Civil Engineering, University of Canterbury.
- Christopoulo, C., & Filiatrault, A. (2007). Principles of passive supplemental damping and seismic isolation. Pavia: IUSS Press.
- Cornell, C. A. (1968). Engineering seismic risk analysis. Bulletin of the Seismological Society of America, 58(5), 1583-1606.
- Dargush, G. F., & Soong, T. T. (1995). Behavior of metallic plate dampers in seismic passive energy dissipation systems. Earthquake Spectra, 11(4), 545-568. https://doi.org/10.1193/1.1585827
- FEMA 356. (2000). Prestandard and commentary for the seismic rehabilitation of buildings. Washington, DC: Federal Emergency Management Agency.
- FEMA-P695. (2009). Quantification of building seismic performance factors. Washington, DC: Federal Emergency Management Agency.
- Hu, Y., & Chen, H. Y. (1992). Probabilistic analysis of uncertainties in seismic hazard assessment. Structural Safety, 11, 245-253. https://doi.org/10.1016/0167-4730(92)90017-H
- Ibarra, L., & Krawinkler, H. (2011). Variance of collapse capacity of SDOF systems under earthquake excitations. Earthquake Engineering and Structural Dynamics, 40, 1299-1314. https://doi.org/10.1002/eqe.1089
- Kazantzi, A. K., Vamvatsikos, D., & Lignos, D. G. (2014). Seismic performance of a steel moment-resisting frame subject to strength and ductility uncertainty. Engineering Structures, 78, 69-77. https://doi.org/10.1016/j.engstruct.2014.06.044
- Kwon, O. S., & Elnashai, A. (2006). The effect of material and ground motion uncertainty on the seismic vulnerability curves of RC structures. Engineering Structures, 28(2), 289-303. https://doi.org/10.1016/j.engstruct.2005.07.010
- Lee, T. H., & Mosalam, K. M. (2006) Probabilistic seismic evaluation of reinforced concrete structural components and systems. PEER technical report, Pacific Earthquake Engineering Research Center, University of California, Berkeley.
- Lee, T. H., & Mosalam, K. M. (2009). Identifying significant components of structures for seismic performance using FOSM method. Journal of Earthquake Engineering Society of Korea, 13(4), 37-45. (in Korean).
- Mai, C., Konakli, K., & Sudret, B. (2017). Seismic fragility curves for structures using non-parametric representations. Frontiers of Structural and Civil Engineering, 11(2), 169-186. https://doi.org/10.1007/s11709-017-0385-y
- Mohamed, N. E., & Kim, J. K. (2013). Sensitivity analysis of pilefounded fixed steel jacket platforms subjected to seismic loads. Ocean Engineering, 85, 1-11.
- Oviedo, A. J. A., Midorikawa, M., & Asari, T. (2010). Earthquake response of ten-story story-drift-controlled concrete frames with hysteretic dampers. Engineering Structures, 32, 1735-1746. https://doi.org/10.1016/j.engstruct.2010.02.025
- Porter, K. A., Beck, L. J., & Shaikhutdinov, R. V. (2002). Sensitivity of building loss estimation to major uncertain variables. Earthquake Spectra, 18(4), 719-743. https://doi.org/10.1193/1.1516201
- Ramirez, O. M., Constantinou, M. C., Kircher, C. A., Whittaker, A. S., Johnson, M. W, Gomez, J. D., & Chrysostomou, C. Z. (2001). Development and evaluation of simplified procedures for analysis and design of buildings with passive energy dissipation systems. Report No. MCEER 00-0010. Revision 1. Buffalo, NY: Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York.
- Rosenblueth, E. (1951) A basis for a seismic design, Ph.D. thesis. University of Illinois Urbana, Illinois.
- Seo, J., Dueñas-Osorio, L., Craig, J. I., & Goodno, B. J. (2012). Metamodel-based regional vulnerability estimate of irregular steel moment-frame structures subjected to earthquake events. Engineering Structures, 45, 585-597. https://doi.org/10.1016/j.engstruct.2012.07.003
- Shin, D. H., & Kim, H. J. (2014). Probabilistic assessment of structural seismic performance influenced by the characteristics of hysteretic energy dissipating devices. International Journal of Steel Structure, 14(4), 697-710. https://doi.org/10.1007/s13296-014-1202-2
- Shin, D. H., Yang, W. J., & Kim, H. J. (2016). Comparative evaluation of probabilistic uncertainty-propagations to seismic collapse capacity of low-rise steel moment-resisting frames. International Journal of Steel Structure, 16(3), 887-900. https://doi.org/10.1007/s13296-016-0066-z
- Surana, M., Singh, Y., & Lang, D. H. (2018). Seismic characterization and vulnerability of building stock in Hilly Regions. Natural Hazards Review (ASCE), 19(1), 04017024 1-16.
- Tsai, K. C., Cheng, H. W., Hong, C. P., & Su, Y. F. (1993). Design of steel triangular plate energy absorbers for seismic-resistant construction. Earthquake Spectra, 9(3), 505-528. https://doi.org/10.1193/1.1585727
- US Geological Survey Hazard Curve Application, https://earthquake.usgs.gov/hazards/interactive/. Accessed January 2018.
- Vamvatsikos, D., & Fragiadakis, M. (2010). Incremental dynamic analysis for estimating seismic performance sensitivity and uncertainty. Earthquake Engineering and Structural Dynamics, 39(2), 141-163.
- Whittaker, A. S., Bertero, V. V., Alonso, L. J., & Thompson, C. L. (1989) Earthquake simulator testing of steel plate added damping and stiffness elements. Report UCB/EERC-89/02. Engineering Research Center, University of California at Berkeley.