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.

(a)

(b)

(c)

(d)

(e)

(f)