Standard

Foundation Type Influence on the Construction Site Seismicity. / Zubritskiy, M. a.; Sabitov, L. s.; Ushakov, O. yu. et al.
Lecture Notes in Civil Engineering: book. ed. / S.V. Klyuev; A.V. Klyuev; N.I. Vatin; L.S. Sabitov. Vol. Том 307 LNCE Springer, 2023. p. 292-299 Chapter 37 (Innovations and Technologies in Construction; Vol. 307).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Harvard

Zubritskiy, MA, Sabitov, LS, Ushakov, OY, Mailyan, LR & Klyuev, SV 2023, Foundation Type Influence on the Construction Site Seismicity. in SV Klyuev, AV Klyuev, NI Vatin & LS Sabitov (eds), Lecture Notes in Civil Engineering: book. vol. Том 307 LNCE, Chapter 37, Innovations and Technologies in Construction, vol. 307, Springer, pp. 292-299. https://doi.org/10.1007/978-3-031-20459-3_37

APA

Zubritskiy, M. A., Sabitov, L. S., Ushakov, O. Y., Mailyan, L. R., & Klyuev, S. V. (2023). Foundation Type Influence on the Construction Site Seismicity. In S. V. Klyuev, A. V. Klyuev, N. I. Vatin, & L. S. Sabitov (Eds.), Lecture Notes in Civil Engineering: book (Vol. Том 307 LNCE, pp. 292-299). [Chapter 37] (Innovations and Technologies in Construction; Vol. 307). Springer. https://doi.org/10.1007/978-3-031-20459-3_37

Vancouver

Zubritskiy MA, Sabitov LS, Ushakov OY, Mailyan LR, Klyuev SV. Foundation Type Influence on the Construction Site Seismicity. In Klyuev SV, Klyuev AV, Vatin NI, Sabitov LS, editors, Lecture Notes in Civil Engineering: book. Vol. Том 307 LNCE. Springer. 2023. p. 292-299. Chapter 37. (Innovations and Technologies in Construction). doi: 10.1007/978-3-031-20459-3_37

Author

Zubritskiy, M. a. ; Sabitov, L. s. ; Ushakov, O. yu. et al. / Foundation Type Influence on the Construction Site Seismicity. Lecture Notes in Civil Engineering: book. editor / S.V. Klyuev ; A.V. Klyuev ; N.I. Vatin ; L.S. Sabitov. Vol. Том 307 LNCE Springer, 2023. pp. 292-299 (Innovations and Technologies in Construction).

BibTeX

@inproceedings{0bcd2ce6ccaf437a9525e258ccdc2aff,
title = "Foundation Type Influence on the Construction Site Seismicity",
abstract = "The construction site geotechnical conditions are an important factor in the structures seismic resistance estimation. Based on the earthquakes consequences analysis to buildings with the same structural schemes and overall dimensions, the construction site estimated seismicity dependence on the base soil seismic stiffness and the transverse waves speed is fixed in the seismic building design code. In the research, a math modeling experiments for completely identical structures, but with different foundations types on identical soil conditions, were performed. The performed calculations analysis showed a significant discrepancy in the structures response under seismic impact for different foundations types.",
author = "Zubritskiy, {M. a.} and Sabitov, {L. s.} and Ushakov, {O. yu.} and Mailyan, {L. r.} and Klyuev, {S. v.}",
year = "2023",
month = may,
day = "12",
doi = "10.1007/978-3-031-20459-3_37",
language = "English",
isbn = "978-303120458-6",
volume = "Том 307 LNCE",
series = "Innovations and Technologies in Construction",
publisher = "Springer",
pages = "292--299",
editor = "S.V. Klyuev and A.V. Klyuev and N.I. Vatin and L.S. Sabitov",
booktitle = "Lecture Notes in Civil Engineering",
address = "Germany",

}

RIS

TY - GEN

T1 - Foundation Type Influence on the Construction Site Seismicity

AU - Zubritskiy, M. a.

AU - Sabitov, L. s.

AU - Ushakov, O. yu.

AU - Mailyan, L. r.

AU - Klyuev, S. v.

PY - 2023/5/12

Y1 - 2023/5/12

N2 - The construction site geotechnical conditions are an important factor in the structures seismic resistance estimation. Based on the earthquakes consequences analysis to buildings with the same structural schemes and overall dimensions, the construction site estimated seismicity dependence on the base soil seismic stiffness and the transverse waves speed is fixed in the seismic building design code. In the research, a math modeling experiments for completely identical structures, but with different foundations types on identical soil conditions, were performed. The performed calculations analysis showed a significant discrepancy in the structures response under seismic impact for different foundations types.

AB - The construction site geotechnical conditions are an important factor in the structures seismic resistance estimation. Based on the earthquakes consequences analysis to buildings with the same structural schemes and overall dimensions, the construction site estimated seismicity dependence on the base soil seismic stiffness and the transverse waves speed is fixed in the seismic building design code. In the research, a math modeling experiments for completely identical structures, but with different foundations types on identical soil conditions, were performed. The performed calculations analysis showed a significant discrepancy in the structures response under seismic impact for different foundations types.

UR - http://www.scopus.com/inward/record.url?partnerID=8YFLogxK&scp=85161182844

U2 - 10.1007/978-3-031-20459-3_37

DO - 10.1007/978-3-031-20459-3_37

M3 - Conference contribution

SN - 978-303120458-6

VL - Том 307 LNCE

T3 - Innovations and Technologies in Construction

SP - 292

EP - 299

BT - Lecture Notes in Civil Engineering

A2 - Klyuev, S.V.

A2 - Klyuev, A.V.

A2 - Vatin, N.I.

A2 - Sabitov, L.S.

PB - Springer

ER -

ID: 40594875