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

Figure 15

Comparison of the failure modes of the specimens in the experiments and the FEM analyses. (a) Joint region of specimen M1A. (b) Joint region of specimen M2A. (c) Cover plate of specimen M1A. (d) Cover plate of specimen M2A. (e) Beam end of specimen M1A. (f) Beam end of specimen M2A.

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