References#
[1]: Annan, C.D., Youssef, M.A., & El Naggar, M.H. (2009). Experimental evaluation of the seismic performance of modular steel-braced frames. Engineering Structures, 31(7), 1435-1446. https://doi.org/10.1016/j.engstruct.2009.02.024
[2]: Fathieh, A., & Mercan, O. (2016). Seismic evaluation of modular steel buildings. Engineering Structures, 122, 83-92. https://doi.org/10.1016/j.engstruct.2016.04.054
[3]: Sanches, R., Tao, J., Fathieh, A., & Mercan, O. (2021). Investigation of the seismic performance of braced low-, mid- and high-rise modular steel building prototypes. Engineering Structures, 234, 111986. https://doi.org/10.1016/j.engstruct.2021.111986
[4]: Batukan, M.B., Sanches, R., Hashemi, A., Mercan, O., Fathieh, A., & Quenneville, P. (2022). Seismic performance of modular steel buildings (MSBs) equipped with resilient slip friction joints (RSFJs). Journal of Building Engineering, 47, 103881. https://doi.org/10.1016/j.jobe.2021.103881
[5]: Batukan, M.B., & Mercan, O. (2023). Effects of Modeling of the Welded Vertical Inter-Module Connection on the Nonlinear Dynamic Response of a Low-Rise Modular Steel Building. Canadian Conference - Pacific Conference on Earthquake Engineering 2023. https://ccee-pcee.ca