Abstract
This chapter is devoted to numerical analysis of stability for different types of arches. Among them are two approaches – Smirnov’s matrix method and classical methods of structural analysis. A procedure for constructing the stability equation for different approaches is discussed.
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Karnovsky, I.A. (2012). Matrix and Displacement Methods. In: Theory of Arched Structures. Springer, New York, NY. https://doi.org/10.1007/978-1-4614-0469-9_5
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DOI: https://doi.org/10.1007/978-1-4614-0469-9_5
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