English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

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.

Evaluation of the Floor Acceleration Response Spectra of Numerical Building Models Based on Recorded Building Response Data