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Seismic force demands on acceleration-sensitive nonstructural components:a state-of-the-art review

Earthquake Engineering and Engineering Vibration 2021年第1期20卷 39-62页

作者： Wang Tao Shang Qingxue Li Jichao Key Laboratory of Earthquake Engineering and Engineering Vibration Institute of Engineering MechanicsChina Earthquake AdministrationHarbin 150080China

Nonstructural components(NSCs)are parts,elements,and subsystems that are not part of the primary loadbearing system of building structures but are subject to seismic *** to NSCs may disrupt the functionality of buildings and result in significant economic losses,injuries,and *** past decades,extensive studies have been conducted on the seismic performance and seismic design methods of *** the input for the seismic design of NSCs,floor response spectra(FRS)have attracted the attention of researchers *** paper presents a state-of-the-art review of *** methods for generating FRS are summarized and compared with those in current seismic design codes.A detailed review of the parameters influencing the FRS is *** parameters include the characteristics of ground motion excitation,supporting building and *** floor acceleration response and the FRS obtained from experimental studies and field observations during earthquakes are also *** RC frames are used in a case study to compare the peak floor acceleration(PFA)and FRS calculated from time history analyses(THA)with that generated using current seismic design codes and different methods in the *** knowledge gaps are identified,including uncertainties associated with developing FRS,FRS generation methods for different types of buildings,the need for comprehensive studies on absolute acceleration,relative velocity,and relative displacement FRS,and the calibration of FRS by field observations during earthquakes.

关键词： nonstructural components peak floor acceleration floor response spectra component amplification factor

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