Abstract
Discusses considerations involved with modeling concrete masonry building structures at one-quarter scale and reports on tests carried out to evaluate mechanical properties of reduced-scale masonry materials. Procedures used to design and test two different three-story building structures to failure on a shaking table are also presented. Samples of dynamic response are presented to demonstrate the relevance of using scale models for earthquake engineering research.
Original language | English (US) |
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Pages (from-to) | 475-485 |
Number of pages | 11 |
Journal | ACI Structural Journal |
Volume | 88 |
Issue number | 4 |
State | Published - Jul 1991 |
Externally published | Yes |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction