2022
DOI: 10.1061/(asce)cf.1943-5509.0001678
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Resilience-Based Retrofitting of Adjacent Reinforced Concrete Frame–Shear Wall Buildings Integrated into a Common Isolation System

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Cited by 18 publications
(8 citation statements)
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“…Moreover, such a layout reduces the torsion effect. 6,7 (2) The average gravity load of each bearing is dependent on the building self-weight divided by the number of isolation bearings, and the diameter of the isolation bearing is then determined according to the maximum allowed surface pressure. Note that the seismic isolation bearing diameter has a one-to-one correspondence with the bearing parameters, meaning that the bearing diameter can determine all bearing parameters.…”
Section: Dataset With Pseudo-labelsmentioning
confidence: 99%
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“…Moreover, such a layout reduces the torsion effect. 6,7 (2) The average gravity load of each bearing is dependent on the building self-weight divided by the number of isolation bearings, and the diameter of the isolation bearing is then determined according to the maximum allowed surface pressure. Note that the seismic isolation bearing diameter has a one-to-one correspondence with the bearing parameters, meaning that the bearing diameter can determine all bearing parameters.…”
Section: Dataset With Pseudo-labelsmentioning
confidence: 99%
“…Therefore, the widely used MDOF flexural-shear model [41][42][43][44] is used for the superstructure of the isolated building in this study, and the corresponding parameters were calibrated according to Lu et al 16 The parameters of the isolation layer were selected based on the isolation bearing. 6,7 Equations ( 2)-( 4) are used to calculate the stiffness matrix (K BI ) and mass matrix (M BI ) of the base isolation layer, respectively. Equations ( 5) and ( 6) are used to calculate the mass matrix (𝑴 𝑖 struct ) and stiffness matrix (𝑲 𝑖 struct ) of the i-th story of the superstructure, respectively.…”
Section: Physical Performance Calculation Modelmentioning
confidence: 99%
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