Results 81 to 90 of about 417 (113)

Modeling methodology of progressive collapse by the example of real high-rise buildings / Aukštybinių pastatų progresuojančios griūties modeliavimas

Mokslas: Lietuvos Ateitis, 2014
The purpose of the research was to find out several ways to design real buildings with protective measures against progressive collapse. There are no uniform guidelines for choosing the type of finite element able to provide the necessary accuracy of the
Mariya Barabash
doaj   +1 more source

Вплив нерівномірних осідань опор на напружено-деформований стан карнизного вузла гнутоклеєних рам [PDF]

, 2016
Comparison analysis of the cornice node’s stress of three-hinged curved glulam frames that caused by uneven settlements of bearings are shown in the article.
Матющенко, Дмитро Миколайович, Михайловський, Денис Віталійович, Смоленський, Артур Олегович   +2 more
core   +1 more source

Influence of design solutions during dynamic calculations building frame of complex shape

Вестник Дагестанского государственного технического университета: Технические науки
Objective. Investigation of the influence of the design scheme on the dynamic characteristics of the frame of a building of complex shape in plan.Method. Four variants of structural solutions for the frame of a complex-shaped building have been developed
E. K. Agakhanov, M. K. Agakhanov, E. V. Trufanova, D. A. Vysokovsky, A. Z. Dzhabrailov   +4 more
doaj   +1 more source

Скінченно-елементне двоетапне моделювання параметрів напружено-деформівного стану плоскої ферми з паралельними поясами

Mechanics and Advanced Technologies
У даній роботі досліджується плоска ферма з паралельними поясами, виготовлена зі сталі ВСт3пс. За допомогою двоетапної методики чисельного моделювання, що базується на застосуванні програмних комплексів ЛІРА-САПР 2016 R5 та ANSYS Workbench 14.5. вивчено 
Maksym Omelian
doaj   +1 more source

Technical and economic assessment of the possibility of using a thermal and moisture protection screen to increase the resistance of the reinforced concrete cooling tower shell to operational conditions [PDF]

During the operation of chimney-type evaporative cooling towers which are made of monolithic reinforced concrete, the shell is exposed to various aggressive environmental influences and the carried-away part of the recycled process water leading to its ...
Belov Vyacheslav, Galieva Evilina, Verkhovskiy Roman   +2 more
core   +1 more source

Modeling the frame of a unique building of parametric architecture based on the application of the "cylinder-cylinder" surface

Вестник Дагестанского государственного технического университета: Технические науки
Objective. The article considers information modeling of the frame of a unique building of parametric form in the software packages SAPFIR and LIRA-SAPR.
E. K. Agakhanov, M. K. Agakhanov, E. V. Trufanova, A. Z. Dzhabrailov   +3 more
doaj   +1 more source

Features of Calculation of Chimney Pipes for Seismic Effects [PDF]

Получено: 20.09.2024. Прошла рецензирование: 29.09.2024. Принята к публикации: 07.10.2024. Доступно он-лайн: 17.01.2025.Received: 20.09.2024. Revised: 29.09.2024. Accepted: 07.10.2024. Available on-line: 17.01.2025.В данной статье рассмотрены особенности
Belyaeva, Z. V., Kalandadze, I. K., Беляева, З. В., Каландадзе, И. К.   +3 more
core   +1 more source

Calculation of forces and displacements of typical bridge span beams reinforced with ordinary and prestressed reinforcement

Дороги і мости
Introduction. Many bridge structures worldwide were designed in accordance with outdated standards and no longer meet the demands of modern transport loads.
Anna Miniukova, Pavlo Stashuk
doaj   +1 more source

Variational-difference Approach to calculation of a Three-layer beam taking into account the creep of the middle layer

Вестник Дагестанского государственного технического университета: Технические науки
Objective. This article presents a calculation method for a three-layer beam with lightweight filler taking into account the creep of the middle layer. A significant development of deformations over time under a constant load is presented.Method.
В. М. Yazyev, S. V. Litvinov, E. V. Vinogradova, M. A. Magomedov   +3 more
doaj   +1 more source

MODELING THE WORK OF DAMAGED REINFORCED CONCRETE BEAMS IN THE SC LIRA-SAPR

Bulletin of Odessa State Academy of Civil Engineering and Architecture, 2019
Ye.V. Klymenko, N.R. Antoniuk, K.V. Polianskyi   +2 more
openaire   +1 more source