期刊
JOURNAL OF EARTHQUAKE ENGINEERING
卷 26, 期 12, 页码 6378-6402出版社
TAYLOR & FRANCIS LTD
DOI: 10.1080/13632469.2021.1927887
关键词
Floor response spectrum; nonstructural component; damping modification factor; recorded floor acceleration; instrumented building
资金
- National Institute of Standards and Technology
Recorded floor acceleration data from instrumented buildings are used to evaluate the impact of different parameters on the seismic response of nonstructural components. Relationships proposed by the authors for estimating NSC damping modification factor are validated using this data.
The recorded floor acceleration responses of a wide variety of instrumented buildings are used to evaluate the findings of previous numerical studies regarding the effect of different parameters on the seismic response of nonstructural components (NSCs). These relevant parameters include, but are not limited to, the lateral force resisting system, modal periods, and inelastic behavior of supporting building; the intensity and frequency content of ground excitation; damping ratio, tuning condition, and location of NSCs. The data from instrumented buildings are also used to validate relationships proposed by the first two authors for the estimation of NSC damping modification factor.
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