Analysis and modelling of the seismic behaviour of high ... - Ingegneria

4. SEISMIC RESPONSE OF PARTIAL-STRENGTH COMPOSITE JOINTS
Pseudo-dynamic and cyclic test results confirmed that properly designed and
constructed partial strength beam-to-column joints and partially encased columns
without concrete in column web panels exhibit a favourable behaviour in terms of
energy dissipation, limited strength degradation and ductility.
4.12 References
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Structures. Spon Press, London, 1-40.
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