Abstract
This paper proposes a model of dynamic analysis of the one-story frame with the appearance of cracks. The paper has analyzed the oscillation of the single degree of freedom system including cracks for two linear and nonlinear cases. The results obtained in this paper are the analysis of the change of the bending stiffness due to cracking (or corrosiveness, defects…) to the dynamic responses of the one-story building frame subjected to harmonic loads. The paper has found that using a nonlinear model will be an advantage for analyzing problems about changing the bending stiffness in the structures with defects.
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Hung, D.T., Thang, T.V. (2019). Dynamic Responses of the One-Story Building Frame When Changing the Bending Stiffness. In: Fujita, H., Nguyen, D., Vu, N., Banh, T., Puta, H. (eds) Advances in Engineering Research and Application. ICERA 2018. Lecture Notes in Networks and Systems, vol 63. Springer, Cham. https://doi.org/10.1007/978-3-030-04792-4_39
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DOI: https://doi.org/10.1007/978-3-030-04792-4_39
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