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Analysis of strain conditions baseplates on ground subsiding seismic response
- Authors: Obozov VI.1, Tolstoyh MA.1
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Affiliations:
- JSC NIC «Construction», TsNIISK. V.A. Kucherenko
- Issue: No 2 (2010)
- Pages: 137-140
- Section: Articles
- URL: https://journals.rudn.ru/engineering-researches/article/view/5109
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Abstract
The article presents the research results of calculation base plate frame buildings under seismic effects of subsidence in the soil. The estimation of the influence of wetted soil subsidence on the stress-strain state of a base plate.
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About the authors
V Ivanovich Obozov
JSC NIC «Construction», TsNIISK. V.A. Kucherenko
Email: obozov@yandex.ru <mailto:obozov@yandex.ru>
JSC NIC «Construction», TsNIISK. V.A. Kucherenko
M Anatol'evich Tolstoyh
JSC NIC «Construction», TsNIISK. V.A. Kucherenko
Email: obozov@yandex.ru <mailto:obozov@yandex.ru>
JSC NIC «Construction», TsNIISK. V.A. Kucherenko
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