E3S Web Conf.
Volume 164, 2020Topical Problems of Green Architecture, Civil and Environmental Engineering 2019 (TPACEE 2019)
|Number of page(s)||7|
|Published online||05 May 2020|
Comparison of deformations of the large floating-roof tanks with the results of long-term monitoring
St. Petersburg State University of Architecture and Civil Engineering, St. Petersburg (SPbGASU), Russia
* Corresponding author: email@example.com
The basic requirements for settlement of steel vertical cylindrical tanks are given. The construction of such a foundation is considered and a method for calculating pile ring foundations of large- volume tanks based on the decisions of K.E. Yegorov and A.A. Bartholomei is proposed. The results of monitoring the settlement of a large-volume tank with a floating roof after the completion of hydraulic tests and three years after its operation are presented. The monitoring results are compared with the results of analytical calculations according to the proposed formulas and numerical methods (finite element method - FEM) for various software systems.
© The Authors, published by EDP Sciences 2020
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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