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This study investigates the mechanical behavior of three types of seismic isolation bearings: lead rubber bearings (LRB), high-damping rubber bearings (HDRB), and natural rubber bearings (NRB) through extensive experimental testing. The tests focused on cyclic horizontal displacement, shear stiffness, damping properties, and ultimate failure under various conditions, revealing that the mechanical characteristics of these bearings are influenced by factors such as compressive stress, shear strain, frequency,

Author

Roberto Victor Galindo guzman

Language

EN