Nonlinear analysis of semi-rigid frames with rigid end sections
Editorial
10.22099/ijstc.2007.756
Abstract
This work presents a computer-based analysis of semi-rigid steel frames. The geometric nonlinearity of the structure and the material nonlinearity of the connections are considered in the analysis. The critical load has been searched as a suitable load parameter for the loss of stability of the system. Several examples are presented to demonstrate the validity of the analysis procedure.
(2007). Nonlinear analysis of semi-rigid frames with rigid end sections. Iranian Journal of Science and Technology Transactions of Civil Engineering, 31(5), 567-571. doi: 10.22099/ijstc.2007.756
MLA
. "Nonlinear analysis of semi-rigid frames with rigid end sections", Iranian Journal of Science and Technology Transactions of Civil Engineering, 31, 5, 2007, 567-571. doi: 10.22099/ijstc.2007.756
HARVARD
(2007). 'Nonlinear analysis of semi-rigid frames with rigid end sections', Iranian Journal of Science and Technology Transactions of Civil Engineering, 31(5), pp. 567-571. doi: 10.22099/ijstc.2007.756
VANCOUVER
Nonlinear analysis of semi-rigid frames with rigid end sections. Iranian Journal of Science and Technology Transactions of Civil Engineering, 2007; 31(5): 567-571. doi: 10.22099/ijstc.2007.756
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