Analysis of the Seismic Performance of Site-Bolted Beam to Column Connections in Modularized Prefabricated Steel Structures

<div>Energy dissipation capacity for each rotation angle. (a) Energy dissipation capacity curves of the specimens. (b) Equivalent viscous damping coefficient curves of the specimens.</div>

Advances in Materials Science and Engineering

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Figure 12

Figure 12: Analysis of the Seismic Performance of Site-Bolted Beam to Column Connections in Modularized Prefabricated Steel Structures 