partial resistance factors of class 4 steel elements
Abstract
Problems related to partial resistance factors of class 4 steel elements are dealt with. Detailed procedures for the calculation of local stability resistance reduction factors are presented. Local instability approaches are utilized for the resistance assessment of elements subjected to buckling in compression and lateral buckling in bending.
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137027
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0x95644003c57E6F55A65596E3D9Eac6813e3566dA
Article ID:
137027
Unique Identifier:
10.35784/bud-arch.1824
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Scimatic Chain (ID: 481)
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