Seismic Evaluation of a Multitower Connected Building by Using Three Software Programs with Experimental Verification

Table 1

Material properties of structural components.

Location of components	Material	Young’s modulus	Standard value of compressive strength (Mpa)	Standard value of tensile strength (Mpa)
Core tube	C30	30000	20.1	2.01
Beam	Q235-B	206000	235	235
Column and connecting truss	Q345-B	206000	345	345