Geometric Non-Linear Approach to Stiffness State of Semi–Rigid Structures
Present contribution intends to emphasize the contribution of geometric non-linearity to the stiffness state of semi-rigid multi–storey steel structures. Though semi-rigidity of beam – column connections involves a nonlinearity at constitutive bending momentrelative rotation level, the geometric non...
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| Format: | Article |
| Language: | English |
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Sciendo
2016-05-01
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| Series: | Journal of Applied Engineering Sciences |
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| Online Access: | https://doi.org/10.1515/jaes-2016-0009 |