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Cyclic Deformation Capacity of Structural Steels for Earthquake-Resistant Steel Buildings
Earthquake-resistant steel building structures adopt steels of various strengths as structural members. As strength levels increase, their uniform elongations decrease, which affects their deformation capacities under cyclic loading. This study conducted 63 cyclic loading tests in small (± 2%) and large (± 12%) strain regions on different structural steels for earthquake-resistant steel buildings. The result reveals, irrespective of the different strength levels, the cyclic deformation capacity up to fracture and ultimate point can be evaluated in a unified manner extended to ± 10% and ± 12%, respectively. The findings can provide insights for determining the suitability of a steel for application in seismic buildings.
Cyclic Deformation Capacity of Structural Steels for Earthquake-Resistant Steel Buildings
Earthquake-resistant steel building structures adopt steels of various strengths as structural members. As strength levels increase, their uniform elongations decrease, which affects their deformation capacities under cyclic loading. This study conducted 63 cyclic loading tests in small (± 2%) and large (± 12%) strain regions on different structural steels for earthquake-resistant steel buildings. The result reveals, irrespective of the different strength levels, the cyclic deformation capacity up to fracture and ultimate point can be evaluated in a unified manner extended to ± 10% and ± 12%, respectively. The findings can provide insights for determining the suitability of a steel for application in seismic buildings.
Cyclic Deformation Capacity of Structural Steels for Earthquake-Resistant Steel Buildings
Yamada, Satoshi (author) / Touch, Thaileang (author) / Jiao, Yu (author) / Kishiki, Shoichi (author)
Journal of Earthquake Engineering ; 28 ; 305-324
2024-01-25
20 pages
Article (Journal)
Electronic Resource
English
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