Concept

Seismic magnitude scales

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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 ...

Proc. of the 10th fib International PhD Symposium in Civil Engineering, Quebec2014

Experimental investigation on seismic behaviour of slab-column connections

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2014

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