Standard

Accounting for shallow foundation settlement in the analysis and design of multi-storey frame buildings : Development of a new software package. / Ibraheem, Anas; Pronina, Yulia.

в: Procedia Structural Integrity, Том 33, 2021, стр. 942-953.

Результаты исследований: Научные публикации в периодических изданиях › статья в журнале по материалам конференции › Рецензирование

Harvard

Ibraheem, A & Pronina, Y 2021, 'Accounting for shallow foundation settlement in the analysis and design of multi-storey frame buildings: Development of a new software package', Procedia Structural Integrity, Том. 33, стр. 942-953. https://doi.org/10.1016/j.prostr.2021.10.105

APA

Ibraheem, A., & Pronina, Y. (2021). Accounting for shallow foundation settlement in the analysis and design of multi-storey frame buildings: Development of a new software package. Procedia Structural Integrity, 33, 942-953. https://doi.org/10.1016/j.prostr.2021.10.105

Vancouver

Ibraheem A, Pronina Y. Accounting for shallow foundation settlement in the analysis and design of multi-storey frame buildings: Development of a new software package. Procedia Structural Integrity. 2021;33:942-953. https://doi.org/10.1016/j.prostr.2021.10.105

Author

Ibraheem, Anas ; Pronina, Yulia. / Accounting for shallow foundation settlement in the analysis and design of multi-storey frame buildings : Development of a new software package. в: Procedia Structural Integrity. 2021 ; Том 33. стр. 942-953.

BibTeX

@article{b8b47a283c304d7b91431568c98ea140,
title = "Accounting for shallow foundation settlement in the analysis and design of multi-storey frame buildings: Development of a new software package",
abstract = "In this work we explain a new methodology that have been utilized in a new software package (program) to take into account the influence of foundation settlements in the analysis and design of 3D reinforced concrete frame buildings. We present the solution using a new load pattern in the program, named SETTLEMENT. Firstly, the program analyzes and calculates the displacements in the ground joints of the structure according to several methods of the prediction of the settlement of shallow foundations. Secondly, the program assigns these displacements in the ground joints and analyzes the structure under the influence of these displacements only, calculates the internal forces and the deformed shape of the structure, and stores these values within the results data of the SETTLEMENT load pattern. The program is based on finite elements method. It provides a drawing environment (3D view, plan view, elevation view) with tools to create the model and to perform the structural analysis and design.",
keywords = "Consolidation settlement, Elastic settlement, Finite elements software, Footing, Foundation, Spring model",
author = "Anas Ibraheem and Yulia Pronina",
note = "Publisher Copyright: {\textcopyright} 2021 The Authors. Published by Elsevier B.V.; 26th International Conference on Fracture and Structural Integrity, IGF26 2021 ; Conference date: 26-05-2021 Through 28-05-2021",
year = "2021",
doi = "10.1016/j.prostr.2021.10.105",
language = "English",
volume = "33",
pages = "942--953",
journal = "Procedia Structural Integrity",
issn = "2452-3216",
publisher = "Elsevier",
url = "https://www.igf26.eu/igf26",

}

RIS

TY - JOUR

T1 - Accounting for shallow foundation settlement in the analysis and design of multi-storey frame buildings

T2 - 26th International Conference on Fracture and Structural Integrity, IGF26 2021

AU - Ibraheem, Anas

AU - Pronina, Yulia

N1 - Conference code: 26

PY - 2021

Y1 - 2021

N2 - In this work we explain a new methodology that have been utilized in a new software package (program) to take into account the influence of foundation settlements in the analysis and design of 3D reinforced concrete frame buildings. We present the solution using a new load pattern in the program, named SETTLEMENT. Firstly, the program analyzes and calculates the displacements in the ground joints of the structure according to several methods of the prediction of the settlement of shallow foundations. Secondly, the program assigns these displacements in the ground joints and analyzes the structure under the influence of these displacements only, calculates the internal forces and the deformed shape of the structure, and stores these values within the results data of the SETTLEMENT load pattern. The program is based on finite elements method. It provides a drawing environment (3D view, plan view, elevation view) with tools to create the model and to perform the structural analysis and design.

AB - In this work we explain a new methodology that have been utilized in a new software package (program) to take into account the influence of foundation settlements in the analysis and design of 3D reinforced concrete frame buildings. We present the solution using a new load pattern in the program, named SETTLEMENT. Firstly, the program analyzes and calculates the displacements in the ground joints of the structure according to several methods of the prediction of the settlement of shallow foundations. Secondly, the program assigns these displacements in the ground joints and analyzes the structure under the influence of these displacements only, calculates the internal forces and the deformed shape of the structure, and stores these values within the results data of the SETTLEMENT load pattern. The program is based on finite elements method. It provides a drawing environment (3D view, plan view, elevation view) with tools to create the model and to perform the structural analysis and design.

KW - Consolidation settlement

KW - Elastic settlement

KW - Finite elements software

KW - Footing

KW - Foundation

KW - Spring model

UR - http://www.scopus.com/inward/record.url?scp=85120681412&partnerID=8YFLogxK

UR - https://www.mendeley.com/catalogue/5771e66f-be82-3525-a521-6eb9e397c8fc/

U2 - 10.1016/j.prostr.2021.10.105

DO - 10.1016/j.prostr.2021.10.105

M3 - Conference article

AN - SCOPUS:85120681412

VL - 33

SP - 942

EP - 953

JO - Procedia Structural Integrity

JF - Procedia Structural Integrity

SN - 2452-3216

Y2 - 26 May 2021 through 28 May 2021

ER -

ID: 88655720