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• W2513776092 abstract "In the present paper the development, calibration and experimental validation of two component-based models of dissipative steel links connecting a reinforced concrete wall to a steel gravity frame is presented. The dissipative capacity of such structures is greatly influenced by the effective hysteretic behavior of the wall-to-column coupling system. Within the present work, experimental tests results on two different configurations of wall-to-column coupling system are presented. The development and calibration of two non-linear cyclic component-based models, one for each configuration, are described, allowing a better understanding of the force transmission mechanisms and their influence on the global structural behavior." @default.
• W2513776092 created "2016-09-16" @default.
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• W2513776092 date "2016-11-01" @default.
• W2513776092 modified "2023-10-16" @default.
• W2513776092 title "An enhanced component based model for steel connection in a hybrid coupled shear wall structure: Development, calibration and experimental validation" @default.
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• W2513776092 doi "https://doi.org/10.1016/j.compstruc.2016.08.002" @default.
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