... as the difference of the readings from the LVDTs 3 and 4, with the output of all the LVDTs being recorded with the help of the data acquisition system. After reaching peak loads, the specimens were unloaded to capture the descending branch of the load–slip relationship and the mode of failure was noted. The pullout...

... in a future seismic event. One such study (Heiduschke et al., 2009) tested a full-scale laminated timber frame with beam-to-column connections reinforced with glass fibre across the wood grain. It showed that brittle failure can be fully prevented and that such frames are able to withstand large...