STUDY ON PERFORMANCE IMPROVEMENT OF BASE-ISOLATED STRUCTURES USING BAND-LIMITED RATE-INDEPENDENT LINEAR DAMPING

Rate-independent linear damping (RILD) that is also known as complex-valued damping or linear hysteretic damping is effective for controlling isolator displacement when it is incorporated into a seismically isolated structure. This study shows a band-limited RILD model with a constant damping ratio in a frequency-band of interest can maintain or even surpass the seismic isolation performance of RILD when the stiffness of the superstructure is relatively high. We show a causal model mimicking the damping characteristics of the band-limited RILD and identify that the reduced seismic isolation performance of the causal model compared to RILD is mainly caused by storage stiffness.

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Publication Details

Journal
Journal of Structural and Construction Engineering (Transactions of AIJ)
Published
2024-09-30
DOI
https://doi.org/10.3130/aijs.89.1127
Primary Topic
Vibration Control and Rheological Fluids
Type
article
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article

STUDY ON PERFORMANCE IMPROVEMENT OF BASE-ISOLATED STRUCTURES USING BAND-LIMITED RATE-INDEPENDENT LINEAR DAMPING

Boxiong Wang, Kohju Ikago, Shotaro Kezuka
1 links
Journal of Structural and Construction Engineering (Transactions of AIJ)
Vibration Control and Rheological Fluids
article

STUDY ON PERFORMANCE IMPROVEMENT OF BASE-ISOLATED STRUCTURES USING BAND-LIMITED RATE-INDEPENDENT LINEAR DAMPING

Boxiong Wang, Kohju Ikago, Shotaro Kezuka
article en

Abstract

Rate-independent linear damping (RILD) that is also known as complex-valued damping or linear hysteretic damping is effective for controlling isolator displacement when it is incorporated into a seismically isolated structure. This study shows a band-limited RILD model with a constant damping ratio in a frequency-band of interest can maintain or even surpass the seismic isolation performance of RILD when the stiffness of the superstructure is relatively high. We show a causal model mimicking the damping characteristics of the band-limited RILD and identify that the reduced seismic isolation performance of the causal model compared to RILD is mainly caused by storage stiffness.

Journal of Structural and Construction Engineering (Transactions of AIJ)Vol. 89(824)
Tohoku University (JP)
Openalex Percentile: Top 81%
Vibration Control and Rheological Fluids
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STUDY ON PERFORMANCE IMPROVEMENT OF BASE-ISOLATED STRUCTURES USING BAND-LIMITED RATE-INDEPENDENT LINEAR DAMPING — Boxiong Wang, Kohju Ikago, et al. · Journal of Structural and Construction Engineering (Transactions of AIJ) (2024) | TGRS Research Map | TGRS