Add to ORKGThe results of experimental studies of the influence of small cyclic repetitive and sign-loaded loads on the deflections of non-separable reinforced concrete beams are presented and a comparative analysis of beams deflections in different load modes is performed.Наведені результати експериментальних досліджень впливу малоциклових повторних і знакозмінних навантажень на прогини нерозрізних залізобетонних балок і виконаний порівняльний аналіз прогинів балок за різних режимів завантажен
In the article the features of creation of an adequate numerical model of three-layer prefabricated ...
In the article features of operation of three-layer assembled monolithic ferroconcrete panels at ben...
GASHKO V. I. To a question of durability of inclined sections of the not cut previously intense ferr...
A method of experimental assessment of anti-fatigue strength of a structure with the use of three-el...
Stepanyuk, V. K.; Nikitin, Vadim Ivanovich; Pastushkov, G. P. Investigation of crack opening and clo...
The example of composition of equilibrium equations of the developed method of additionalfinite elem...
THE STRESS-STRAIN STATES OF THE TRANSVERSE REINFORCEMENT AND THE CONCRETE OF THE BENDING REINFORCED ...
В данной работе были получены экспериментальные данные о распределении энергетического потенциала АФ...
The approach to the dynamic calculation of damaged structures is given. The analysisof vibration of ...
Levchuk A. S.; Chernoivan Vyacheslav Nikolaevich. The effect of flexibility of fastening three-layer...
Выполнен анализ результатов сравнения механических свойств наполненного ПВХ-пластиката. Проанализиро...
Research of carrying out of metal on the frequency of own fluctuations of ferro-concrete supports of...
The distinctive paper continues a series of papers devoted to the localization of the solution of on...
Generalization and the analysis of experience of designing and construction of single-storied indus...
Consideration is made of the use of real fire regimes with regard to fire fighting in calculating th...
In the article the features of creation of an adequate numerical model of three-layer prefabricated ...
In the article features of operation of three-layer assembled monolithic ferroconcrete panels at ben...
GASHKO V. I. To a question of durability of inclined sections of the not cut previously intense ferr...
A method of experimental assessment of anti-fatigue strength of a structure with the use of three-el...
Stepanyuk, V. K.; Nikitin, Vadim Ivanovich; Pastushkov, G. P. Investigation of crack opening and clo...
The example of composition of equilibrium equations of the developed method of additionalfinite elem...
THE STRESS-STRAIN STATES OF THE TRANSVERSE REINFORCEMENT AND THE CONCRETE OF THE BENDING REINFORCED ...
В данной работе были получены экспериментальные данные о распределении энергетического потенциала АФ...
The approach to the dynamic calculation of damaged structures is given. The analysisof vibration of ...
Levchuk A. S.; Chernoivan Vyacheslav Nikolaevich. The effect of flexibility of fastening three-layer...
Выполнен анализ результатов сравнения механических свойств наполненного ПВХ-пластиката. Проанализиро...
Research of carrying out of metal on the frequency of own fluctuations of ferro-concrete supports of...
The distinctive paper continues a series of papers devoted to the localization of the solution of on...
Generalization and the analysis of experience of designing and construction of single-storied indus...
Consideration is made of the use of real fire regimes with regard to fire fighting in calculating th...
In the article the features of creation of an adequate numerical model of three-layer prefabricated ...
In the article features of operation of three-layer assembled monolithic ferroconcrete panels at ben...
GASHKO V. I. To a question of durability of inclined sections of the not cut previously intense ferr...