Aurelio Muttoni, Katrin Beyer, Ioannis Sokratis Drakatos
Code design of slab-column connections to resist seismically induced drifts is currently based on empirical relationships for both moment and deformation capacity. The results of tests on slabcolumn connections are however sensitive to the conception of th ...
Proceedings of the 10th fib International PhD Symposium in Civil Engineering, Quebec2014