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

Table 2

Material properties.

Materials	Yield strength (MPa)	Ultimate strength (MPa)	Young’s modulus (MPa)
Square steel tubes	337.90	460.38	2.13 × 10^5
Circular steel tubes	343.88	443.45	2.11 × 10^5
Vertically ribbed webs	284.51	400.79	1.98 × 10^5
Haunch plates	295.51	406.89	2.13 × 10^5
Beams H346 × 174 × 6 × 9	288.69	405.41	2.00 × 10^5
Beams H350 × 175 × 7 × 11	327.64	465.01	2.17 × 10^5
Concrete	–	60.80	3.61 × 10^4