Research Article
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 |
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