NEES @ UC San Diego


Platen DrawingFull Size

The platen consists of a closed steel box structure constructed in three separate pieces with an overall dimension of 7.6 m x 12.2 m x 2.2 m. The platen is supported on six hydrostatic bearings, three along each longitudinal side, located 0.9 m from the edge of the table on center. Through holes are provided on a grid of 0.61 m on center to accommodate 44 mm Dywidag tie-rods with tie-down capacity of 890 kN per bar for affixing specimens to the platen. Detailed platen specifications are provided in the following table.

Platen Footprint 7.6 m × 12.2 m × 2.4 m
Platen Weight 1.128 MN
Specimen Payload 20 MN
Specimen CG 10 m
Maximum Overturning Moment 50 MN-m
Unloaded Mode 1 74 Hz
Loaded Mode 1 44 Hz
Top Plate Thickness 50 mm
Bottom Plate Thickness 20 mm
Side Plate Thickness 12 mm
Ribs 10 mm & 20 mm

To satisfy stiffness requirements, the fundamental mode of vibration of the platen was specified to be greater than 65 Hz. The platen is stiffened transversally with 10 mm and 20 mm plates. To satisfy strength requirements throughout the entire operation of the LHPOST facility, the platen was designed to remain elastic with localized yielding only permitted upon impact of a collapsing body and extensive yielding allowed only upon unanticipated loss of control of the LHPOST. The platen was designed for a factor of safety of 3.0 against wall stability.


Tie Down Schedule (PDF)


The Large High-Performance Outdoor Shake Table is supported in part by the George E. Brown, Jr. Network for Engineering Simulation (NEES) program of the National Science Foundation under Award Number CMMI-0927178.

web counter | ↑ Top | Valid XHTML 1.0 Transitional | Valid CSS 2.1 | Last updated on Tuesday, 07-May-2013 10:21:20 PDT.