Seismic Behavior Investigations of the Haunched Joint with Ribbed Anchor Webs in CFDST Structures

<div>Test phenomena and corresponding stress nephograms. (a) Yielding at the junction between the lower haunch and the column. (b) Peeling phenomenon and the corresponding stress nephogram. (c) Bulging beam flange and the captured phenomenon. (d) Welding cracks and the corresponding stress nephogram.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Seismic Behavior Investigations of the Haunched Joint with Ribbed Anchor Webs in CFDST Structures 