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http://dx.doi.org/10.5000/EESK.2020.24.6.267

A Study on Evaluation of Horizontal Force of Non-structural Components Considering Predominant Periods of Seismic Waves  

Oh, Sang Hoon (Department of Architectural Engineering, Pusan National University)
Kim, Ju Chan (Department of Architectural Engineering, Pusan National University)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.24, no.6, 2020 , pp. 267-275 More about this Journal
Abstract
In the event of an earthquake, non-structural components require seismic performance to ensure evacuation routes and to protect lives from falling non-structural components. Accordingly, the seismic design code proposes horizontal force for the design and evaluation of non-structural components. Ground motion observed on each floor is affected by a building's eigen vibration mode. Therefore, the earthquake damage of non-structural components is determined by the characteristics of the non-structural component system and the vibration characteristics of the building. Floor response spectra in the seismic design code are estimated through time history analysis using seismic waves. However, it is difficult to use floor response spectra as a design criterion because of user-specific uncertainties of time history analysis. In addition, considering the response characteristics of high-rise buildings to long-period ground motions, the safety factor of the proposed horizontal force may be low. Therefore, this study carried out the horizontal force review proposed in the seismic design code through dynamic analysis and evaluated the floor response of seismic waves considering buildings and predominant periods of seismic waves.
Keywords
Floor response; Response spectrum analysis; Time history analysis; Non-structural components;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
연도 인용수 순위
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