Research Article
Analysis of the Seismic Performance of Site-Bolted Beam to Column Connections in Modularized Prefabricated Steel Structures
Figure 9
Moment–rotation angle hysteretic curves. (a) Specimen M1A. (b) Specimen M1B. (c) Specimen M1C. (d) Specimen M2A. (e) Specimen M2B. (f) Specimen M2C.
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