THE MODIFIED METHOD OF SEQUENTIAL LOADS FOR THE ANALYSIS OF SLENDER SHALLOW SHELLS

This study discusses specific features of analyzing shallow shells using a modified sequential load method and a collocation method. This combination shows a rapid rate of convergence when the golden section principle is used to select the collocation node system.

Authors

Olga Alexandrovna GORBACHEVA
Vladilen V. Petrov

Publication Details

Journal: International Journal for Computational Civil and Structural Engineering
Published: 2025-09-29
DOI: https://doi.org/10.22337/2587-9618-2025-21-3-201-208
Primary Topic: Structural Analysis and Optimization
Type: article
Field-Weighted Citation Impact: 0.00

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article

THE MODIFIED METHOD OF SEQUENTIAL LOADS FOR THE ANALYSIS OF SLENDER SHALLOW SHELLS

Olga Alexandrovna GORBACHEVA, Vladilen V. Petrov

Sep 29, 2025

International Journal for Computational Civil and Structural Engineering

Structural Analysis and Optimization

article

THE MODIFIED METHOD OF SEQUENTIAL LOADS FOR THE ANALYSIS OF SLENDER SHALLOW SHELLS

Olga Alexandrovna GORBACHEVA, Vladilen V. Petrov

September 29, 2025article en

Abstract

International Journal for Computational Civil and Structural EngineeringVol. 21(3)

Openalex Percentile: Top 70%

Structural Analysis and Optimization

DOI Open Access PDF OpenAlex

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