FINITE ELEMENT MODELLING OF INTERACTION BUILDING FRAME AND SLAB-PILE FOUNDATION | Zendy

Леонид Панасюк | Zendy; L. N. Panasyuk | Zendy; Галина Кравченко | Zendy; Елена Труфанова | Zendy; Инал Тарба | Zendy; Лаша Цвейба | Zendy; Lasha Cveyba | Zendy

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FINITE ELEMENT MODELLING OF INTERACTION BUILDING FRAME AND SLAB-PILE FOUNDATION

Author(s) -

Леонид Панасюк,

L. N. Panasyuk,

Галина Кравченко,

Елена Труфанова,

Инал Тарба,

Лаша Цвейба,

Lasha Cveyba

Publication year - 2019

Publication title -

construction and architecture

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.

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