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Most international design codes consider the nonlinear seismic performance of a structure by the concept of reduction/modification factor (R). Then, an elastic static force-based method can be normally used for seismic design to create earthquake res
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31ed034b3c69c7970691c5e80408ee5c
https://doi.org/10.21203/rs.3.rs-1141410/v1
https://doi.org/10.21203/rs.3.rs-1141410/v1