Similar Items: Numerical comparison on the efficiency of conventional and hybrid buckling-restrained braces for seismic protection of short-to-mid-rise steel buildings
- 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
- Numerical modeling of elastomeric seismic isolators for determining force–displacement curve from cyclic loading
- Influence of the soil properties on the seismic response of structures
- Reliability assessment of progressive failure of a low rise framed building on weak soil-foundation interaction
- A Hybrid Finite-Element–Machine-Learning Framework for Predicting Load Capacity and Eccentricity Effects in Circular Concrete-Filled Steel Tubes