СТАНОВЛЕНИЕ И РАЗВИТИЕ ПОНЯТИЯ О РАСЧЕТНОЙ СХЕМЕ СООРУЖЕНИЯ
Journal Title: International Journal for Computational Civil and Structural Engineering - Year 2018, Vol 14, Issue 4
Abstract
Анализируется история становления и развития понятия о расчетной схеме сооружения, которое сопровождает строительную механику на всех этапах ее существования. Рассматриваются основные принципы, используемые при построении расчетной схемы. Указывается на новые проблемы, возникающие в процессе компьютеризации расчетов
Authors and Affiliations
Anatoly V. Perelmuter
Keywords
Related Articles
- EP ID EP576580
- DOI 10.22337/2587-9618-2018-14-4-109-129
- Views 78
- Downloads 0
MOISTURE REGIME CALCULATION FOR SINGLE-LAYER ENCLOSING STRUCTURES USING DISCRETE-CONTINUAL MATHEMATICAL MODEL
The paper describes moisture regime calculation for single-layer enclosing structures using discrete-continual method. A formula for calculation of moisture potential dependence on time in any enclosing structure section...
THE PROBLEM OF EMPLACEMENT OF TRIANGULAR GEOMETRIC NET ON THE SPHERE WITH NODES ON THE SAME LEVEL
One of the methods of formation of triangular networks in the field is investigated. Conditions of the problem of locating a triangular network in the area are delivered. The criterion for assessing the effectiveness of...
DETERMINATION OF THE ELEMENTS SIGNIFICANCE IN THE RELIABILITY OF REDUNDANT FRAMES
The paper attacks the problem of steel redundant structures reliability. In calculations the probabilistic method of limit equilibrium is applied. All possible mechanisms of structural failure are considered. The influen...
NUMERICAL AND EXERIMENTAL MODELING OF RIGID JOINT OF LAYERED WOODEN STRUCTURES
The article deals with the problems of modeling and solving contact problems in the ANSYS software complex using the example of calculating the rigid joint of a glued wooden beam. Comparative calculation data for a conti...
FINITE ELEMENT MODELING OF CAMBER OF PRESTRESSED CONCRETE BEAMS
For large-span reinforced concrete beam structures developed by the method of determining the camber due to the prestressing of a steel rope on the concrete. Performed numerical experiments to study the impact of various...