Finite element procedures development for nonlinear steel frame analysis with quasi-static semi-rigid connection
As the semi-rigid behaviour becomes essential in current design consideration, this paper presents a study on the development of a nonlinear numerical analysis that is capable of simulating the quasi-static semi-rigid behaviour of structural steel frames under variable loadings for reliable design....
| Main Authors: | , , , , , |
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| Format: | Article |
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Construction Research Institute of Malaysia
2018
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