Investigation on the Structural Behavior of Shear Walls with Steel Truss Coupling Beams under Seismic Loading

Table 1

Mechanical behavior of samples.

Steel grade	Position	Diameter (mm)	Standard value of compression strength (N/mm^2)	Ultimate strength (N/mm^2)	Elastic modulus (N/mm^2)
HPB235	Stirrup	6	229.7	583.0	2.45 × 10^5
HPB235	Longitudinal bar	8	318.1	457.3	1.86 × 10^5
I10	Chord member	Web	342.6	400.5	1.87 × 10^5
		Flange	307.69	387.5	1.92 × 10^5
L30 × 3	Web member	—	463.8	521.7	1.82 × 10^5
Concrete	Base	—	48.98	—	3.45 × 10^4