Open AccessFINITE ELEMENT MODELLING OF INTERACTION BUILDING FRAME AND SLAB-PILE FOUNDATION
Author(s) -
Л Н Панасюк,
Leonid Panasyuk,
Галина Кравченко,
Галина Кравченко,
Елена Труфанова,
Елена Труфанова,
Инал Тарба,
Инал Тарба,
Лаша Цвейба,
Lasha Cveyba
Publication year - 2019
Publication title -
stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2500-1477
pISSN - 2308-0191
DOI - 10.29039/article_5c646f16bffb38.56532696
Subject(s) - pile , structural engineering , finite element method , slab , foundation (evidence) , frame (networking) , stiffness , engineering , joint (building) , base (topology) , correctness , computer science , mechanical engineering , archaeology , mathematical analysis , mathematics , history , programming language
The article deals with the simulation of joint work of slab grillage and monolithic frame of the building by finite element method. The finite-element model is developed in the spatial formulation according to the complex scheme "upper structure-base plate-pile Foundation". The pile field was modeled by pliable rods with stiffness corresponding to the average draft of the pile field. Static and dynamic calculations are performed in the ING+software package. The results of the stress-strain state of the building frame elements demonstrate the correctness of this approach to take into account the compliance of the base.