ON THE CHOICE OF PRESTRESSING PARAMETERS | International Journal for Computational Civil and Structural Engineering

PDF

Published: Sep 29, 2021

DOI: https://doi.org/10.22337/2587-9618-2021-17-3-114-119

Keywords:

prestressing, bearing capacity margins, Chebyshev solution, margin equalization

Anatolii Perelmuter

SCAD Soft, Ltd, Kiev, UKRAINE

Abstract

This paper focuses on the regulation of forces in a statically indeterminate system under the action of many loads. This regulation is realized by prestressing. The paper compares two proposed methods for selecting rational values of the prestressing parameters: maximizing the minimum bearing capacity margin for the elements of the system (1) and equalizing the margins for all elements (2). An illustrative example is provided.

Downloads

Download data is not yet available.

How to Cite

Perelmuter, A. (2021). ON THE CHOICE OF PRESTRESSING PARAMETERS. International Journal for Computational Civil and Structural Engineering, 17(3), 114–119. https://doi.org/10.22337/2587-9618-2021-17-3-114-119

Issue

Vol. 17 No. 3 (2021): International Journal for Computational Civil and Structural Engineering

Section

Articles

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

Crossref

Scopus

Google Scholar

Europe PMC

Most read articles by the same author(s)

Similar Articles

Tsaana Khoirunisaa, Bambang Setiawan, Yusep M. Purwana, COMPARATIVE STUDY OF AXIAL BEARING CAPACITY FOR PILE FOUNDATION BASED ON EMPIRICAL, NUMERICAL METHOD AND PILE DRIVING ANALYZER TEST , International Journal for Computational Civil and Structural Engineering: Vol. 19 No. 4 (2023): International Journal for Computational Civil and Structural Engineering
Galina Slavcheva, Артем Левченко, Maria Shvedova, Davut Karakchi-Ogli, Dmitriy Babenko, Pavel Yurov, THE EFFECT OF HOLLOW STRUCTURE PARAMETER ON THE 3D-PRINTED WALL BEARING CAPACITY. EXPERIMENTAL MODEL , International Journal for Computational Civil and Structural Engineering: Vol. 19 No. 2 (2023): International Journal for Computational Civil and Structural Engineering
Maria S. Barabash, Anatol V. Pikul, Olga Bashynska, THE MODELING OF STRUCTURAL ENFORCEMENT BY COMPOSITE MATERIALS ON “LIRA-SAPR” , International Journal for Computational Civil and Structural Engineering: Vol. 13 No. 1 (2017): International Journal for Computational Civil and Structural Engineering
Rashid Mangushev, Nadezhda Nikitina, Hieu Le Trung, Ivan Tereshchenko, ANALYTICAL AND NUMERICAL METHODS FOR DETERMINING THE CARRYING CAPACITY OF A PILE BARETT ON WEAK SOILS IN DEEP PITS , International Journal for Computational Civil and Structural Engineering: Vol. 17 No. 3 (2021): International Journal for Computational Civil and Structural Engineering
Nadezhda Nikiforova, Artem Konnov , PREDICTION OF DEFORMATIONS OF THE BASE AND REDUCTION OF THE BEARING CAPACITY OF PILE FOUNDATIONS IN THE CRYOLITHOZONE , International Journal for Computational Civil and Structural Engineering: Vol. 18 No. 1 (2022): International Journal for Computational Civil and Structural Engineering
Khanlar Seyfullayev, Gulnara Jabrayilova, WAYS OF INCREASING OF LOADING CAPACITY OF THE REINFORCED CONCRETE SHALLOW SHELLS WITH A FLAT RECTANGULAR CONTOUR , International Journal for Computational Civil and Structural Engineering: Vol. 20 No. 1 (2024): International Journal for Computational Civil and Structural Engineering
Rashid Mangushev, Nadezhda Nikitina, Le Van Chong, Ivan Tereshchenko, NUMERICAL ASSESSMENT OF CARRYING CAPACITY AND ANALYSIS OF PILOT BARETT BEHAVIOR IN GEOLOGICAL CONDITIONS OF VIETNAM , International Journal for Computational Civil and Structural Engineering: Vol. 18 No. 1 (2022): International Journal for Computational Civil and Structural Engineering
Askar Zhussupbekov, Askar Yessentayev, Viktor Kaliakin, Irina Drozdova, COMPARATIVE ANALYSIS OF STATIC AND DYNAMIC PILE TESTS IN DIFFICULT GROUNDS OF KAZAKHSTAN , International Journal for Computational Civil and Structural Engineering: Vol. 18 No. 2 (2022): International Journal for Computational Civil and Structural Engineering
Leonid Lyakhovich, Pavel Akimov, Boris Tukhfatullin, ASSESSMENT OF THE PROXIMITY OF DESIGN TO MINIMUM MATERIAL CAPACITY SOLUTION OF PROBLEM OF OPTIMIZATION OF THE FLANGE WIDTH OF I-SHAPED CROSS-SECTION RODS WITH ALLOWANCE FOR STABILITY CONSTRAINTS OR CONSTRAINTS FOR THE VALUE OF THE FIRST NATIONAL FREQUENCY AND STRENGTH REQUIREMENTS , International Journal for Computational Civil and Structural Engineering: Vol. 16 No. 2 (2020): International Journal for Computational Civil and Structural Engineering
Yuriy Rogatnev, Oleg Sokolov, Oleg Perekalskiy, Mohammad Mahdi Jawid Hasani, BEARING CAPACITY OF T-BEAMS WITH A FLANGE MADE OF HIGH-STRENGTH CONCRETE AND LONGITUDINAL REINFORCEMENT OF CLASS А500С , International Journal for Computational Civil and Structural Engineering: Vol. 20 No. 1 (2024): International Journal for Computational Civil and Structural Engineering

1 2 3 4 5 6 7 8 9 10 > >>

You may also start an advanced similarity search for this article.