1 |
KDS. (2019). Seismic Building Design Code (KDS 41 17 00), Korean Design Standard.
|
2 |
Hickey, J., & Broderick, B. (2019). Influence of mean period of ground motion on inelastic drift demands in cbfs designed to eurocode 8. Engineering Structures, 182, 172-184.
DOI
|
3 |
Karavasilis, T. L., Bazeos, N., & Beskos, D. E. (2007). Estimation of seismic drift and ductility demands in planar regular X-braced steel frames. Earthquake Engineering & Structural Dynamics, 36(15), 2273-2289.
DOI
|
4 |
Katsanos, E. I., & Sextos, A. G. (2018). Structure - specific selection of earthquake ground motions for the reliable design and assessment of structures. Bulletin of Earthquake Engineering, 16(2), 583-611.
DOI
|
5 |
Ha, S. J., Han, S. W., & Ji, H. W. (2017). Assessment of Code-specified Ground Motion Selection Criteria with Accurate Selection and Scaling Methods-I Ground Motion Selection. Journal of the Earthquake Engineering Society of Korea, 21(4), 171-179.
DOI
|
6 |
Rathje, E. M., Abrahamson, N. A., & Bray, J. D. (1998). Simplified frequency content estimates of earthquake ground motions. Journal of Geotechnical and Geoenvironmental Engineering, 124(2), 150-159.
DOI
|
7 |
Shome, N. (1999). Probabilistic seismic demand analysis of nonlinear structures.
|
8 |
Reyes, J. C., & Kalkan, E. (2012). How many records should be used in an ASCE/SEI-7 ground motion scaling procedure?. Earthquake Spectra, 28(3), 1223-1242.
DOI
|
9 |
Chopra, A. K., & Chintanapakdee, C. (2004). Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems. Journal of Structural Engineering, 130(9), 1309-1319.
DOI
|
10 |
Sohn, J. H., Choi, I., & Kim, J. (2020). Effect of vertical irregularity on displacement concentration in building seismic design based on linear analysis. Journal of the Architectural Institute of Korea, 36(6), 193-200.
DOI
|
11 |
Sohn, J. H., Choi, I., & Kim, J. (2022). Development of limit states for seismic fragility assessment of piloti-type structures verified with observed damage data. Engineering Structures, 251, 113562.
DOI
|
12 |
Shin, J. W., Oh, S. H., & Yang, W. J. (2021). Review of Selection Technique of Design Seismic Wave According to Seismic Design Standards for Buildings. Journal of the Architectural Institute of Korea, 37(6), 199-206.
DOI
|
13 |
Kumar, M., Castro, J. M., Stafford, P. J., & Elghazouli, A. Y. (2011). Influence of the mean period of ground motion on the inelastic dynamic response of single and multi degree of freedom systems. Earthquake Engineering & Structural Dynamics, 40(3), 237-256.
DOI
|
14 |
Karavasilis, T. L., Seo, C. Y., & Makris, N. (2011). Dimensional response analysis of bilinear systems subjected to non-pulselike earthquake ground motions. Journal of Structural Engineering, 137(5), 600-606.
DOI
|
15 |
Ha, S. J. (2020). An Evaluation on Seismic Design Criteria for Ground Motions Selection for Three-Dimensional Time History Analysis of Structures. Journal of the Architectural Institute of Korea, 36(7), 139-146.
DOI
|
16 |
Elenas, A., & Meskouris, K. (2001). Correlation study between seismic acceleration parameters and damage indices of structures. Engineering Structures, 23(6), 698-704.
DOI
|