Abstract
Static and dynamic response of large-scale and reduced-scale test structures are correlated to discern effects attributable to scale and loading rate. Three case studies are presented where reduced-scale models were subjected to dynamic excitation using a shaking table. The test structures were: (a) multi-story reinforced masonry building systems, (b) two-story unreinforced masonry bearing and shear wall systems, and (c) ten-story reinforced concrete frame-wall systems. For each study, static testing of either critical components, or of the complete structural system, was done at a large scale to examine differences attributable to the modeling method, or to the loading procedure.
Original language | English (US) |
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Pages (from-to) | 13-28 |
Number of pages | 16 |
Journal | Earthquake Spectra |
Volume | 12 |
Issue number | 1 |
DOIs | |
State | Published - 1996 |
Externally published | Yes |
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Geophysics