Introducing a new seismic resisting system with dual linked column frame and rocking motion
This paper proposes a novel Dual-Linked Column Frame (DLCF) system with the rocking
motion of moment frame column bases. The novel Dual-Linked Column Frame with Rocking …
motion of moment frame column bases. The novel Dual-Linked Column Frame with Rocking …
Evaluation of the response modification factor of steel buildings with linked columns frame system
Y Golestani, E Rajabi, RR Soheyli - Soil Dynamics and Earthquake …, 2023 - Elsevier
Abstract Since Linked Columns Frame (LCF) has been considered as a relatively new
lateral load resisting system from the dual systems category, it seems necessary to perform …
lateral load resisting system from the dual systems category, it seems necessary to perform …
Evaluation of the Response Modification Factor of Regular Steel Buildings with
Y Golestani, E Rajabi, R Rajabi Soheili - Journal of Structural and …, 2023 - jsce.ir
This paper evaluates the" Response Modification"," Reduction due to ductility" and" Over-
strength" factors for steel frames with" Linked Columns Frame" as dual systems. Since, LCF …
strength" factors for steel frames with" Linked Columns Frame" as dual systems. Since, LCF …
[引用][C] Seismic assessment of self-centering rocking braced systems with story energy dissipation
F Raeiszadeh, MR Mansoori… - … Journal of Structural …, 2024 - World Scientific
Self-centering rocking braced (SCRB) system provides enhanced seismic performance and
reduced post-earthquake residual drift. However, the effect of higher modes is controversial …
reduced post-earthquake residual drift. However, the effect of higher modes is controversial …