Results 81 to 89 of about 120 (89)
Some of the next articles are maybe not open access.
Modelling of soil behaviour in dynamic load in the lira sapr software
2017Анотація. У статті розглядається проблема аналізу динамічної взаємодії «споруда – ґрунт», а також моделювання необмеженого ґрунтового напівпростору. Описано методику нових скінченних елементів, розроблених в ПК ЛІРА-САПР, що моделюють взаємодію обмеженої частини ґрунтового масиву та решти напівпростору. Даний елемента базується на методі масштабування
Gorodetsky, A. S. +2 more
openaire +1 more source
Naučnyj žurnal Stroitelʹstva I Arhitektury
Постановка задачи. Проведен анализ конструктивного решения несущей конструкции производственного здания по двум вариантам расчетных схем при использовании программного комплекса «ЛИРА-САПР». Результаты. С помощью программного комплекса «ЛИРА-САПР» были рассмотрены два варианта конструирования, что создало полное представление о работе профиля и ...
exaly +2 more sources
Постановка задачи. Проведен анализ конструктивного решения несущей конструкции производственного здания по двум вариантам расчетных схем при использовании программного комплекса «ЛИРА-САПР». Результаты. С помощью программного комплекса «ЛИРА-САПР» были рассмотрены два варианта конструирования, что создало полное представление о работе профиля и ...
exaly +2 more sources
Construction and industrial safety
The article presents a computational analysis of the modeling of a prefabricated reinforced concrete roof truss, taking into account the deterioration of the physico-mechanical properties of reinforced concrete: a decrease in the adhesion of reinforcement to concrete; a decrease in the modulus of elasticity and, as a result, the ability to resist ...
Yu. Boguckiy +3 more
openaire +1 more source
The article presents a computational analysis of the modeling of a prefabricated reinforced concrete roof truss, taking into account the deterioration of the physico-mechanical properties of reinforced concrete: a decrease in the adhesion of reinforcement to concrete; a decrease in the modulus of elasticity and, as a result, the ability to resist ...
Yu. Boguckiy +3 more
openaire +1 more source
Modern construction and architecture
The study examines the problem of preserving and improving the architectural heritage in Ukraine. Many buildings and structures have a long service life or are already deteriorating due to their age and other factors. This is particularly true for reinforced concrete structures, which often have various defects and damage.
Ye.V. Klymenko, R.V. Hlibotskyi
openaire +1 more source
The study examines the problem of preserving and improving the architectural heritage in Ukraine. Many buildings and structures have a long service life or are already deteriorating due to their age and other factors. This is particularly true for reinforced concrete structures, which often have various defects and damage.
Ye.V. Klymenko, R.V. Hlibotskyi
openaire +1 more source
“Polytechnic Bulletin” series “Engineering Research”
The article presents the results of a numerical study of the deformation of concrete prisms under static loading. On the basis of experimental data, an average polynomial dependence was constructed that describes the diagram of concrete deformation.
exaly +2 more sources
The article presents the results of a numerical study of the deformation of concrete prisms under static loading. On the basis of experimental data, an average polynomial dependence was constructed that describes the diagram of concrete deformation.
exaly +2 more sources
Пк ліра-сапр material damping in dynamic analysis of structures (with lira-sapr program)
2017Аннотация. Целью статьи является обоснование необходимости учета физико-механических свойств грунта и различных материалов возводимой конструкции для гашения колебаний при динамических воздействиях; предложение инструментов моделирования демпфирующего эффекта (естественного или инженерного искусственного) между фундаментом и основанием.
Barabash, M. S. +2 more
openaire +1 more source
Вестник транспорта - Transport xabarnomasi
Ushbu maqola statik va dinamik ta'sirlar, shuningdek, harorat deformatsiyalari kabi turli xil yuklarni hisobga olgan holda ko'prik tayanchlarining umumiy modelini yaqinlashtirish uchun chekli elementlar usulini o'rganadi. Ushbu muammoni hal qilish uchun biz turli xil jismoniy ta'sirlarni hisobga olgan holda tuzilmalarni modellashtirish va tahlil qilish
Farxod Abduqadirov, Temurbek Xasanov
openaire +1 more source
Ushbu maqola statik va dinamik ta'sirlar, shuningdek, harorat deformatsiyalari kabi turli xil yuklarni hisobga olgan holda ko'prik tayanchlarining umumiy modelini yaqinlashtirish uchun chekli elementlar usulini o'rganadi. Ushbu muammoni hal qilish uchun biz turli xil jismoniy ta'sirlarni hisobga olgan holda tuzilmalarni modellashtirish va tahlil qilish
Farxod Abduqadirov, Temurbek Xasanov
openaire +1 more source
Municipal economy of cities
An accurate prediction of serviceability deflections is essential for the design and assessment of reinforced concrete floor systems. This paper presents a comparative study of the deflection response of a simply supported reinforced concrete slab obtained from a full‑scale laboratory test and from numerical simulations performed in the LIRA‑SAPR ...
M. Ivaneiko, Z. Blikharskyy, R. Khmil
exaly +2 more sources
An accurate prediction of serviceability deflections is essential for the design and assessment of reinforced concrete floor systems. This paper presents a comparative study of the deflection response of a simply supported reinforced concrete slab obtained from a full‑scale laboratory test and from numerical simulations performed in the LIRA‑SAPR ...
M. Ivaneiko, Z. Blikharskyy, R. Khmil
exaly +2 more sources