[
1. Guidelines for nonlinear structural analysis and design of buildings: “part IIb - reinforced concrete moment frames (PY - 2017 PB)”. National Institute of Standards and Technology (NIST), 2017.
]Search in Google Scholar
[
2. Lin X & Lu X: “Numerical Models to Predict the Collapse Behavior of RC Columns and Frames”. The Open Civil Engineering Journal. No. 11(1), 2017.10.2174/1874149501711010854
]Search in Google Scholar
[
3. Kaba S A & Mahin S A: “Refined modelling of reinforced concrete columns for seismic analysis”. University of California, Earthquake Engineering Research Center. 1984.
]Search in Google Scholar
[
4. Berry M P & Eberhard M O: “Performance Modeling Strategies for Modern Reinforced Concrete Bridge”. University of California, Berkeley. 2008.
]Search in Google Scholar
[
5. Takeda T, Sozen M A & Nielsen N N: “Reinforced concrete response to simulated earthquakes”. Journal of the Structural Division. No. 96(12), 1970, pp. 2557-2573.10.1061/JSDEAG.0002765
]Search in Google Scholar
[
6. Sengupta P & Li B: “Hysteresis Modeling of Reinforced Concrete Structures: State of the Art”. ACI Structural Journal. No. 114(1). 2017.10.14359/51689422
]Search in Google Scholar
[
7. Hopper M W: “Analytical models for the nonlinear seismic response of reinforced concrete frames”. Pennsylvania State University. 2009.
]Search in Google Scholar
[
8. Dowell O K, Seible F & Wilson E L: “Pivot hysteresis model for reinforced concrete members”. ACI Structural Journal. No. 95, 1998, pp. 607-617.10.14359/575
]Search in Google Scholar
[
9. Youssf O, ElGawady M A & Mills J E: “Experimental investigation of crumb rubber concrete columns under seismic loading”. InStructures., No. 3, 2015, pp. 13-27.10.1016/j.istruc.2015.02.005
]Search in Google Scholar
[
10. Mander J B, Priestley M J & Park R: “Theoretical stress-strain model for confined concrete”. Journal of Structural Engineering. No. 114(8), 1988, pp. 1804-1826.10.1061/(ASCE)0733-9445(1988)114:8(1804)
]Search in Google Scholar
[
11. Computers and Structures, Inc. (CSI): “Technical Note Material Stress-strain Curves”. Berkeley, California, USA. 2008.
]Search in Google Scholar
[
12. Vatanshenas A, Mori T & Murota N: “Structural rehabilitation using high damping rubber bearing (HDRB)”. Bulletin of the New Zealand Society for Earthquake Engineering. No. 54(1), 2021, pp. 49-57.10.5459/bnzsee.54.1.49-57
]Search in Google Scholar
[
13. Vatanshenas A, Heydarian H & Tafreshi S T: “Seismic rehabilitation by steel jacketing method affected by different base support conditions using pushover analysis”. American Journal of Engineering Research (AJER). No. 7 (5), 2018, pp. 208-212.
]Search in Google Scholar
[
14. Eurocode 2: “Design of concrete structures (EN 1992)”. European Committee for Standardization. 2004.
]Search in Google Scholar
