The analysis of damage evolution in a gravity dam under a seismic shock / P. Boron, J. Dulinska, D. Jasinska, M. Torba // W: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics ... więcej

The analysis of damage evolution in a gravity dam under a seismic shock / P. Boron, J. Dulinska, D. Jasinska, M. Torba // W: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications : proceedings of the Seventh International Conference on Structural Engineering, Mechanics and Computation, 2-4 September 2019, Cape Town, South Africa [Dokument elektroniczny] / ed. Alphose Zingoni. – Leiden [etc.] : CRC Press/Balkema : Taylor & Francis Group, 2019. – S. 224-229 : rys., wykr. – Tryb dostępu: https://www.crcpress.com/Advances-in-Engineering-Materials-Structures-and-Systems-Innovations/Zingoni/p/book/9781138386969. – Bibliogr. s. 229, Abstr. – ISBN 978-0-429-42650-6 (eBook). – ISBN 978-1-138-38696-9 (Hbk)

This paper presents a dynamic analysis of a concrete gravity dam under seismic shock using different numeri-cal models. One of the numerical models contained both structural and non-structural elements, ... więcej

This paper presents a dynamic analysis of a concrete gravity dam under seismic shock using different numeri-cal models. One of the numerical models contained both structural and non-structural elements, whereas the second contains the structural elements only. The comparison of the results obtained for both models indicate that non-structural elements should be included in the numerical process. Failure concentration occurred espe-cially in the non-structural elements, in the crest of the dam. Its omission do not allow correctly define the serviceability limit state.