Abstract
ABSTRACT Experimental testing is a primary approach to understanding the seismic performance of nonstructural elements, the damage to which may claim tremendous loss during earthquakes. This paper proposed a standard dynamic loading protocol for experiments on acceleration-sensitive nonstructural elements. It is described by closed-form equations and matches the floor response spectrum of a specific building. An empirical phase angle is also proposed for bidirectional horizontal loading. The results of a trial shake table test on suspended ceilings show that the proposed protocol provides a promising tool to gain insight into the time-varying nature of the dynamic properties of suspended ceilings.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
