Research Paper
ASCE/SEI 41-22 (2017) Seismic Evaluation and Retrofit of Existing Buildings, American Society of Civil Engineers, Virginia, USA.
NZSEE (2017) The Assessment and Improvement of the Structural Performance of Earthquake Risk Buildings-Draft for General Release, New Zealand National Society for Earthquake Engineering, NZSEE.
Blakeley, R.W.G., Cooney, R.C., Megget, L.M. (1975) Seismic Shear Loading at Flexural Capacity in Cantilever Wall Structures, Bull. N.Z. Soc. Earthq. Eng., 8(4), pp.278~290.
10.5459/bnzsee.8.4.278-290CEN (2001) Eurocode 8 - Design Provisions for Earthquake Resistance of Structures - Part 3, Brussels.
Goltz, J.D. (1994) The Northridge, California Earthquake of January 17, 1994: General Reconnaissance Report, In the Northridge, California Earthquake of January 17, 1994: General Reconnaissance Report.
Guan, M., Liu, W., Du, H., Cui, J., Wang, J. (2019) Combination Model for Conventional Pushover Analysis Considering Higher Mode Vibration Effects, Struct. Des. Tall & Spec. Build., 28(12), P.e1625.
10.1002/tal.1625Hejal, R., Chopra, A.K. (1987) Earthquake Response of Torsionally-Coupled Buildings, Doctoral Dissertation, University of California, Berkeley.
Hwang, J.H., Chun, Y.S., Lee, L.H. (2000) The Vertical Distribution of Lateral Seismic Forces to Account for the Contribution of the Higher Modes, J. Architect. Inst. Korea, 16(7), pp.3~8. (in Korean)
ICBO (1997) Uniform Building Code (UBC 1997), International Conference Building Officials, Whittier, California.
Maniatakis, C.A., Psycharis, I.N., Spyrakos, C.C. (2013) Effect of Higher Modes on the Seismic Response and Design of Moment-Resisting RC Frame Structures, Eng. Struct., 56, pp.417~430.
10.1016/j.engstruct.2013.05.021McKenna, F., Fenves, G.L., Scott, M.H., Jeremic, B. (2012) Open System for Earthquake Engineering Simulation, Accessed April 7, 2012 (http://opensees.berkeley.edu)
Ministry of Education (2021) Manual for Seismic Evaluation and Retrofit of School Buildings, Ministry of Education. (in Korean)
Ministry of Land, Infrastructure and Transport (2021) Guidelines for Seismic Evaluation of Existing Buildings, Ministry of Land. (in Korean)
Panagiotou, M., Restrepo, J.I., Conte, J.P. (2011) Shake-Table Test of a Full-Scale 7-Story Building Slice, J. Struct. Eng., 137(6), pp.691~704.
10.1061/(ASCE)ST.1943-541X.0000332Pennucci, D., Sullivan, T.J., Calvi, G.M. (2012) Prediction of Higher-Mode Response of Tall RC Wall Buildings, In Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
Priestley, M.N., Sritharan, S., Cohley, J.R., Pampanin, S. (1999) Preliminary Results and Conclusions from the PRESS Five-Story Precast Concrete Test Building, PCI J., 44(6), pp.42~67.
10.15554/pcij.11011999.42.67Rafiei, E., Danesh, F.A., Matou, F., Shamsaei, M. (2019) The Effects of Higher Modes on the Response Modification Factor of Tall RC Buildings, Int. J. Eng. & Technol., 11(1), p.45.
10.21817/ijet/2019/v11i1/191101203Restrepo, J.I., Cowan, H.A. (2000) The Eje Cafetero Earthquake, Colombia of January 25 1999, Bull. N. Z. Soc. Earthq. Eng., 33(1), pp.1~29.
10.5459/bnzsee.33.1.1-29- Publisher :Computational Structural Engineering Institute of Korea
- Publisher(Ko) :한국전산구조공학회
- Journal Title :Journal of the Computational Structural Engineering Institute of Korea
- Journal Title(Ko) :한국전산구조공학회 논문집
- Volume : 37
- No :6
- Pages :379-390
- Received Date : 2024-07-22
- Revised Date : 2024-09-12
- Accepted Date : 2024-09-12
- DOI :https://doi.org/10.7734/COSEIK.2024.37.6.379