Abstract
There are many difficulties in the nonlinear statical analysis for the collapse of structures. In the case of considering the discontinuity of the mechanical behavior of a materials, further hardships will obstruct to obtain a good solution because of the abrupt dropping of the strength. All structural problems which many researchers had treated as statically should have a dynamic effect tacitly such as the inertia force of the own weight of deforming structural element. At the critical or limit point, the inertia term will help to solve the equlibrium eqations. In this paper, a comparison between statical analysis method and dynamic is done, and three numerical examples show the effectiveness of the dynamic method. 1. Yielding and breaking analysis of straight bar 2. Snap through problem of reticulated space truss 3. Material and geometrical nonlinear analysis of double-layered space frame
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Journal of Structural and Construction Engineering (Transactions of AIJ)
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
