A unified matrix approach for nonlinear analysis of steel frames subjected to wind or earthquakes (Q3129600)
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| Language | Label | Description | Also known as |
|---|---|---|---|
| English | A unified matrix approach for nonlinear analysis of steel frames subjected to wind or earthquakes |
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A unified matrix approach for nonlinear analysis of steel frames subjected to wind or earthquakes (English)
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15 December 1997
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beam elements
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stiffness matrix equations
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geometric nonlinearity
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material nonlinearity
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shear deformation
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