Seismic Upgradation of Moment Resisting Frame Structures Using Buckling-Inhibited Shear Yielding Dampers
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-62888-7_20
Reference17 articles.
1. Hassanzadeh A, Moradi S, Burton HV (2024) Performance-based optimum seismic design of self-centering steel moment frames with SMA-based connections. Earthq Eng Struct Dyn. https://doi.org/10.1002/EQE.4098
2. Yadav D, Sahoo DR (2022) Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices. J Constr Steel Res 196:107436
3. Yadav D, Sahoo DR (2023) Experimental and analytical investigations of buckling-inhibited aluminum shear yielding devices under cyclic loading. Soil Dyn Earthq Eng 172:108007
4. Gupta A, Krawinkler H (1999) Seismic demands for performance evaluation of steel moment resisting frame structures. The John A. Blume Earthquake Engineering Center, Stanford, CA
5. Ohtori Y, Christenson RE, Spencer BF Benchmark Control Problems for Seismically Excited Nonlinear Buildings
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