Influence of DDBD Approach in Seismic Assessment of Vertically Irregular RC Buildings
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-12011-4_25
Reference22 articles.
1. Shakeri, K., Dadkhah, H.: Development of DDBD for steel MRFs using inelastic response-based seismic lateral force distribution. J. Build. Eng. 43, 103063 (2021). https://doi.org/10.1016/j.jobe.2021.103063
2. Sharma, R.K.A., Tripathi, G.B.: Comparative performance evaluation of RC frame structures using direct displacement-based design method and force-based design method. Asian J. Civil Eng. 21(3), 381–394 (2020). https://doi.org/10.1007/s42107-019-00198-y
3. Alehojjat, S.B., Bahar, O., Yakhchalian, M.: Improvements in the direct displacement-based design procedure for mid-rise steel MRFs equipped with viscous dampers. Structures. 34, 1636–1650 (2021). https://doi.org/10.1016/j.istruc.2021.08.047
4. Kowalsky, M.J., Priestley, M.J.N., MacRae, G.A.: Displacement-based design of RC bridge columns in seismic regions. Earthq. Eng. Struct. Dyn. 24, 1623–1643 (1995). https://doi.org/10.1002/eqe.4290241206
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