2022
DOI: 10.1007/978-3-031-03811-2_117
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Seismic Performance of Steel MRFs Designed to the Provisions of the Latest Draft Eurocode 8: Case Studies

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“…Dissipative zones should have adequate ductility and resistance and may be in the structural members or the connections. Depending on the ductility class and the behavior factor q cross-sectional classes of dissipative elements should be chosen [11]- [12]. In this work we consider DC3 Ductility Class to compare the results with the structures designed by means of Japanese approach.…”
Section: Design Rules According To New Pren1998 Draftmentioning
confidence: 99%
“…Dissipative zones should have adequate ductility and resistance and may be in the structural members or the connections. Depending on the ductility class and the behavior factor q cross-sectional classes of dissipative elements should be chosen [11]- [12]. In this work we consider DC3 Ductility Class to compare the results with the structures designed by means of Japanese approach.…”
Section: Design Rules According To New Pren1998 Draftmentioning
confidence: 99%