Issue |
E3S Web of Conf.
Volume 402, 2023
International Scientific Siberian Transport Forum - TransSiberia 2023
|
|
---|---|---|
Article Number | 07004 | |
Number of page(s) | 8 | |
Section | High-Performance Buildings, Energy Modeling, Heat & Mass Transfer | |
DOI | https://doi.org/10.1051/e3sconf/202340207004 | |
Published online | 19 July 2023 |
Using penalty function method in identification of elastic fixed stiffness of frame - pile structure
1 Institute of Techniques for Special Engineering, Le Quy Don Technical University, Vietnam
2 Department of Civil Engineering, Vinh University, Vietnam
* Corresponding author: nxb@lqdtu.edu.vn
This paper studies a method to identify the elastic fixed stiffness of the frame structure. The model of the problem is three dimensionals structure, linear elastic deformation, pile - soil link is replaced by elastic fixed with stiffness. The problem will be solved by the penalty function method - the minimum of the objective function (which is the total squared error between the measured value and the calculated values particular) - combined with the finite element method. The numerical calculations show that the model, algorithm and calculation program are reliable. The program can be used to identify the elastic fixed stiffness of the frame structure in three dimensions, serving to determine the actual working state of the structure, to propose solutions for reinforcement, repairing, improving bearing capacity, prolonging the life of the structure.
Note to the reader: co-author Duy Duan Nguyen's affiliation has been corrected on August 10, 2023.
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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