Similar Items: Numerical comparison on the efficiency of conventional and hybrid buckling-restrained braces for seismic protection of short-to-mid-rise steel buildings
- Seismic performance of steel frames with a hybrid bracing system combining concentric steel bracing and friction dampers
- Shear buckling behavior of a plate composite girder using concrete-filled steel tube structures
- Optimization of seismic response of steel structure using negative stiffness damper
- Experimental Investigation of Efficiency of Tuned Single and Double Mass Damper and its Application in the Form of an Additional Upper Floor for Seismic Protection of Existing Multistory Buildings
- Numerical modeling of elastomeric seismic isolators for determining force–displacement curve from cyclic loading
- Reliability assessment of progressive failure of a low rise framed building on weak soil-foundation interaction