과제정보
이 연구는 한국연구재단 연구비 지원에 의한 결과의 일부임 (과제번호:2020R1A2C2010548)
참고문헌
- American Society of Civil Engineers. (2017). Seismic evaluation and retrofit of existing buildings. American Society of Civil Engineers.
- Azadi Kakavand, M. R., & Allahvirdizadeh R. (2019). Enhanced empirical models for predicting the drift capacity of less ductile RC columns with flexural, shear, or axial failure modes. Frontiers of Structural and Civil Engineering, 13, 1251-1270. https://doi.org/10.1007/s11709-019-0554-2
- Berry, M., Parrish, M., & Eberhard, M. (2004). PEER structural performance database user's manual. University of California, Berkeley.
- Elwood, K. J., & Eberhard, M. O. (2009). Effective stiffness of reinforced concrete columns. ACI Structural Journal, 106(4).
- Elwood, K. J., & Moehle, J. P. (2005). Drift capacity of reinforced concrete columns with light transverse reinforcement. Earthquake Spectra, 21(1), 71-89. https://doi.org/10.1193/1.1849774
- Galanis, P. H., & Moehle, J. P. (2015). Developement of collapse indicators for risk assessment of older-type reinforced concrete buildings. Earthquake Spectra, 31(4), 1991-2006. https://doi.org/10.1193/080613EQS225M
- Ghannoum, W., Sivaramakrishnan, B., Pujol, S., Catlin, A. C., Fernando, S., Yoosuf, N., & Wang, Y. (2012). ACI 369 rectangular column database. Network for Earthquake Engineering Simulation (database), Dataset, DOI, 10, D36688J50.
- Goksu, C. (2021). Fragility functions for reinforced concrete columns incorporating recycled aggregates. Engineering Structures, 233, 111908.
- Han, S. W., Lee, C. S., Kwon, H. W., & Lee, K. H., Shin, M. S. (2015). Behaviour of fibre-reinforced beams with Diagonal reinforcement. Magazine of Concrete Research, 67(24), 1287-1300. https://doi.org/10.1680/macr.14.00194
- Han, S. W., Koh, H., & Lee, C. S. (2019). Accurate and efficient simulation of cyclic behavior of diagonally reinforced concrete coupling beams. Earthquake Spectra, 55(1), 361-381.
- Han, S.W., & Lee, C.S. (2020). Cyclic behavior of RC OMF beam-corner column joints under unidirectional and bidirectional loadings. Engineering Structures, 224, 111304.
- Haselton, C. B., Liel, A. B., Taylor-Lange, S. C., & Deierlein, G. G. (2016). Calibration of model to simulate response of reinforced concrete beam-columns to collapse. ACI Structural Journal, 113(6).
- LeBorgne, M. R., & Ghannoum, W. M. (2014). Calibrated analytical element for lateral-strength degradation of reinforced concrete columns. Engineering Structures, 81, 35-48. https://doi.org/10.1016/j.engstruct.2014.09.030
- Lee, C. S., & Han, S. W. (2018). Computationally effective and accurate simulation of cyclic behaviour of old reinforced concrete columns. Engineering Structures, 173, 892-907. https://doi.org/10.1016/j.engstruct.2018.07.020
- Lee, C.S., & Han, S.W. (2019). Cyclic behaviour of lightly-reinforced concrete columns with short lap splices subjected to unidirectional and bidirectional loadings. Engineering Structures, 189, 373-384. https://doi.org/10.1016/j.engstruct.2019.03.108
- Liel, A. B., Haselton, C. B., & Deierlein, G. G. (2011). Seismic collapse safety of reinforced concrete buildings. II: Comparative assessment of nonductile and ductile moment frames. Journal of Structural Engineering, 137(4), 492-502. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000275
- Lignos, D. G., & Krawinkler, H. (2011). Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading. Journal of Structural Engineering, 137(11), 1291-1302. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000376
- Moehle, J. P., & Elwood, K. J. (2003). Collapse performance prediction for RC frame structures. Proceedings 2003 PCEE.
- Moon, K. H., Han, S. W., Lee, T. S., & Seok, S. W. (2012). Approximate MPA-based method for performing incremental dynamic analysis. Nonlinear Dynamics, 67(4), 2865-2888. https://doi.org/10.1007/s11071-011-0195-z
- Opabola, E. A., & Elwood, K. J. (2020). Incorporating failure mode uncertainty into probabilistic assessment of RC components. Structural Safety, 87, 101997.
- Priestley, M. N., Verma, R., & Xiao, Y. (1994). Seismic shear strength of reinforced concrete columns. Journal of structural engineering, 120(8), 2310-2329. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:8(2310)
- Qi, Y. L., Han, X. L., & Ji, J. (2013). Failure mode classification of reinforced concrete column using Fisher method. Journal of Central South University, 20, 2863-2869. https://doi.org/10.1007/s11771-013-1807-1
- Sezen, H., & Moehle, J. P. (2004). Shear strength model for lightly reinforced concrete columns. Journal of structural engineering, 130(11), 1692-1703. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:11(1692)
- Wen, Y. K., Collins, K. R., Han, S. W., & Elwood, K. J. (1996). Dual-level designs of buildings under seismic loads. Structural Safety, 18, 195-224. https://doi.org/10.1016/0167-4730(96)00011-2
- Zhu, L., Elwood, K. J., & Haukaas, T. (2007). Classification and seismic safety evaluation of existing reinforced concrete columns. Journal of Structural Engineering, 133(9), 1316-1330. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1316)