Design of a Test-Bed Structure for Shake Table Simulation of the Seismic Performance of Nonstructural Systems
Publication: Structures Congress 2011
Abstract
As part of the project entitled "NEESR-GC: Simulation of the Seismic Performance of Nonstructural System," a series of system-level full-scale experiments of ceilings-piping-partition systems will be conducted at the University of Nevada, Reno NEES Site. This project is aimed at understanding the seismic response of these systems and their interaction with each other and the parent structure. A two-story, two-bay steel braced frame spanning across three biaxial shake tables was designed as a Test-Bed structure to simulate a variety of dynamic environments. After introducing the design considerations of the Test-Bed structure within this paper, the method proposed to develop the shake table drive motions is explained. To obtain the drive motion, a transfer function (TF) was formulated for a multi-support dynamic system under differential support excitation and combined with a TF previously developed for target floor acceleration of a generic structure. A suitable high-pass filter was suggested to limit exerted demands on the shake tables.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Architectural engineering
- Building systems
- Construction engineering
- Construction management
- Earthquake engineering
- Earthquake resistant structures
- Engineering fundamentals
- Field tests
- Frames
- Full-scale tests
- Geotechnical engineering
- Laboratory tests
- Nonstructural elements
- Project management
- Seismic design
- Seismic tests
- Shake table tests
- Steel frames
- Structural engineering
- Structural members
- Structural systems
- Tests (by type)
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