Evaluation of the Seismic Behavior Based on the Performance of Special Steel Moment Frames by Modified Energy Method and Force Design Method

Table 2

Specifications of the steel materials.

W = 7850	Unit weight of the material volume
E = 2.0e + 10	Modulus of elasticity
ν = 0.3	Poisson’s ratio
= 24e + 6	Stress yield of steel materials
= 37e + 6	Ultimate tensile stress of steel materials