Standard

On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections. / Burukhina, O. S.; Ananin, M. Yu.
VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021): Conference Proceeding. ed. / L. Boswell; V. Alekhin; A. Nazarov. Vol. 2701 American Institute of Physics Inc., 2023. 020019 (AIP Conference Proceedings; Vol. 2701, No. 1).

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

Harvard

Burukhina, OS & Ananin, MY 2023, On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections. in L Boswell, V Alekhin & A Nazarov (eds), VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021): Conference Proceeding. vol. 2701, 020019, AIP Conference Proceedings, no. 1, vol. 2701, American Institute of Physics Inc. https://doi.org/10.1063/5.0122259

APA

Burukhina, O. S., & Ananin, M. Y. (2023). On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections. In L. Boswell, V. Alekhin, & A. Nazarov (Eds.), VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021): Conference Proceeding (Vol. 2701). [020019] (AIP Conference Proceedings; Vol. 2701, No. 1). American Institute of Physics Inc.. https://doi.org/10.1063/5.0122259

Vancouver

Burukhina OS, Ananin MY. On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections. In Boswell L, Alekhin V, Nazarov A, editors, VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021): Conference Proceeding. Vol. 2701. American Institute of Physics Inc. 2023. 020019. (AIP Conference Proceedings; 1). doi: 10.1063/5.0122259

Author

Burukhina, O. S. ; Ananin, M. Yu. / On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections. VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021): Conference Proceeding. editor / L. Boswell ; V. Alekhin ; A. Nazarov. Vol. 2701 American Institute of Physics Inc., 2023. (AIP Conference Proceedings; 1).

BibTeX

@inproceedings{7578a98d043744b6bb5706dcdb90cc52,
title = "On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections",
abstract = "The main condition for the structures reliability of buildings and constructions is the meeting the requirements for strength, rigidity and stability of both separate structures and their parts, and the system as a whole. The analysis of stability is of great important for compressed and compressed-bended columns. When analyzing the stability of a separate section of a compressed column located between the beam connections, the correct determination of its effective length is essential. This article is devoted to the issue of determining the effective length in unconventional cases not specified by modern standards. This article is devoted to the issue of determining the effective length in unconventional cases not specified by modern standards. The article describes a general method for determining the effective length of a compressed column of a frame using the instance of an exterior column of the transverse frame of a building. In addition, the influence of the pliability of the beam-to-column connection adjacent to this column on its effective length is considered in the paper. {\textcopyright} 2023 Author(s).",
author = "Burukhina, {O. S.} and Ananin, {M. Yu.}",
year = "2023",
doi = "10.1063/5.0122259",
language = "English",
isbn = "978-073544415-7",
volume = "2701",
series = "AIP Conference Proceedings",
publisher = "American Institute of Physics Inc.",
number = "1",
editor = "L. Boswell and V. Alekhin and A. Nazarov",
booktitle = "VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021)",
address = "United States",

}

RIS

TY - GEN

T1 - On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections

AU - Burukhina, O. S.

AU - Ananin, M. Yu.

PY - 2023

Y1 - 2023

N2 - The main condition for the structures reliability of buildings and constructions is the meeting the requirements for strength, rigidity and stability of both separate structures and their parts, and the system as a whole. The analysis of stability is of great important for compressed and compressed-bended columns. When analyzing the stability of a separate section of a compressed column located between the beam connections, the correct determination of its effective length is essential. This article is devoted to the issue of determining the effective length in unconventional cases not specified by modern standards. This article is devoted to the issue of determining the effective length in unconventional cases not specified by modern standards. The article describes a general method for determining the effective length of a compressed column of a frame using the instance of an exterior column of the transverse frame of a building. In addition, the influence of the pliability of the beam-to-column connection adjacent to this column on its effective length is considered in the paper. © 2023 Author(s).

AB - The main condition for the structures reliability of buildings and constructions is the meeting the requirements for strength, rigidity and stability of both separate structures and their parts, and the system as a whole. The analysis of stability is of great important for compressed and compressed-bended columns. When analyzing the stability of a separate section of a compressed column located between the beam connections, the correct determination of its effective length is essential. This article is devoted to the issue of determining the effective length in unconventional cases not specified by modern standards. This article is devoted to the issue of determining the effective length in unconventional cases not specified by modern standards. The article describes a general method for determining the effective length of a compressed column of a frame using the instance of an exterior column of the transverse frame of a building. In addition, the influence of the pliability of the beam-to-column connection adjacent to this column on its effective length is considered in the paper. © 2023 Author(s).

UR - http://www.scopus.com/inward/record.url?partnerID=8YFLogxK&scp=85151387892

U2 - 10.1063/5.0122259

DO - 10.1063/5.0122259

M3 - Conference contribution

SN - 978-073544415-7

VL - 2701

T3 - AIP Conference Proceedings

BT - VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021)

A2 - Boswell, L.

A2 - Alekhin, V.

A2 - Nazarov, A.

PB - American Institute of Physics Inc.

ER -

ID: 37137103