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The NEES@UCSD Large High Performance Outdoor Shake Table

Restrepo, J. I. / Conte, J. P. / Luco, J. E. / Seible, F. / Van Den Einde, L.

The Large High Performance Outdoor Shake Table (LHPOST) will be the first outdoor and largest (12.2 m x 7.6 m) shake table in the United States. A large soil pit has been strategically located adjacent to the LHPOST for Soil-Foundation-Structure Interaction (SFSI) testing. The facilities will be used to conduct large- and full-scale testing to investigate structural and geotechnical seismic performance issues that cannot readily be extrapolated from testing at smaller scale, or under quasi-static or pseudo-dynamic conditions, including performance under near-field ground motions. This paper details the main design basis, describes the specifications and possible uses of the NEES@UCSD facility.

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The NEES@UCSD Large High Performance Outdoor Shake Table

Restrepo, J. I. / Conte, J. P. / Luco, J. E. / Seible, F. / Van Den Einde, L.

The Large High Performance Outdoor Shake Table (LHPOST) will be the first outdoor and largest (12.2 m x 7.6 m) shake table in the United States. A large soil pit has been strategically located adjacent to the LHPOST for Soil-Foundation-Structure Interaction (SFSI) testing. The facilities will be used to conduct large- and full-scale testing to investigate structural and geotechnical seismic performance issues that cannot readily be extrapolated from testing at smaller scale, or under quasi-static or pseudo-dynamic conditions, including performance under near-field ground motions. This paper details the main design basis, describes the specifications and possible uses of the NEES@UCSD facility.

The NEES@UCSD Large High Performance Outdoor Shake Table

Restrepo, J. I. / Conte, J. P. / Luco, J. E. / Seible, F. / Van Den Einde, L.

The Large High Performance Outdoor Shake Table (LHPOST) will be the first outdoor and largest (12.2 m x 7.6 m) shake table in the United States. A large soil pit has been strategically located adjacent to the LHPOST for Soil-Foundation-Structure Interaction (SFSI) testing. The facilities will be used to conduct large- and full-scale testing to investigate structural and geotechnical seismic performance issues that cannot readily be extrapolated from testing at smaller scale, or under quasi-static or pseudo-dynamic conditions, including performance under near-field ground motions. This paper details the main design basis, describes the specifications and possible uses of the NEES@UCSD facility.

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Title:

The NEES@UCSD Large High Performance Outdoor Shake Table

Contributors:

Restrepo, J. I. (author) / Conte, J. P. (author) / Luco, J. E. (author) / Seible, F. (author) / Van Den Einde, L. (author)

Conference:

Geo-Frontiers Congress 2005 ; 2005 ; Austin, Texas, United States

Published in:

Earthquake Engineering and Soil Dynamics ; 1-16

Publication date:

2005-10-09

ISBN:

DOI:

https://doi.org/10.1061/40779(158)1

Type of media:

Conference paper

Type of material:

Electronic Resource

Language:

English

Keywords:

Ground motion , Seismic effects , Soil dynamics , Shake table tests , Earthquake engineering , Full-scale tests

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