{"references": ["Inamasu, H., De Castro e Sousa, A., G\u00fcell, G., and Lignos, G. D. (2020), Anchor\u2010yield exposed column bases for minimizing residual deformations in seismic\u2010resistant steel moment frames, Earthquake Engineering and Structural Dynamics, DOI: https://doi.org/10.1002/eqe.3392", "Inamasu, H., De Castro e Sousa, A., G\u00fcell, G., and Lignos, G. D. (2019), Exposed Column Base Connections for Minimizing Earthquake-Induced Residual Deformations in Steel Moment-Resisting Frames, Proceedings of Society for Earthquake and Civil Engineering Dynamics (SECED) 2019 Conference, Greenwich, London, UK", "De Castro e Sousa, A., Inamasu, H., and Lignos, G. D. (2019), An explicit model for exposed column base connections and its parameter sensitivity, Proceedings of 12th Pacific Structural Steel Conference, Tokyo, Japan"]}

Exposed column base (XCB) model for OpenSees simulation Please read the documentation of the model 'XCB_model_documentation.pdf' before using the model. 1. Generate_XCB.tcl and XCB_material.tcl These are the subroutines that generate the XCB model 2. Two_Story_DissipativeXCB_MCE_LD_GM1.tcl This is an example steel moment-resisting frame file in which the subroutines for XCBs are used 3. txt files These are some output files (Story drift ratio history and column base moment - rotation responses) obtained from the frame file (Two_Story_DissipativeXCB_MCE_LD_GM1.tcl) 4. The rest These are the files required to run the frame file (Two_Story_DissipativeXCB_MCE_LD_GM1.tcl)