Cyclic testing of single-span weak frames with masonry infill
Experimental test results for fourteen samples of single-span, single-storey, non-seismically designed reinforced-concrete (weak) masonry infill frames are presented in the paper. The samples, scaled 1 to 2, were subjected to the approximately constant vertical and in-plane horizontal cyclic load. V...
Main Authors: | , |
---|---|
Format: | Article |
Language: | English |
Published: |
Croatian Association of Civil Engineers
2016-09-01
|
Series: | Građevinar |
Online Access: | https://doi.org/10.14256/JCE.1614.2016 |