Modeling of a Multi-Storey Building Made of Reinforced Concrete, Taking into Account Damage on a Deformable Foundation
The construction of a mathematical model based on the finite element method for determining the stress-strain state of a 25-storey reinforced concrete building on a multilayer deformable foundation is considered. The sensitivity of the physical and mechanical characteristics of the building and foun...
Saved in:
Main Authors: | Alexander A. Treshchev, Viktor G. Telichko, Anton M. Andronov |
---|---|
Format: | Article |
Language: | English |
Published: |
Moscow State University of Civil Engineering (MGSU)
2023-10-01
|
Series: | Железобетонные конструкции |
Subjects: | |
Online Access: | https://www.g-b-k.ru/jour/article/view/34 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Studies of the influence of the number of storeys of reinforced concrete frames on the degradation of natural frequencies and character of earthquake damage
by: O. V. Mkrtychev, et al.
Published: (2023-11-01) -
Design of monolithic concrete foundation slabs with FRP reinforcement
by: K. L. Kudyakov, et al.
Published: (2024-06-01) -
Resistance of compressed elements with small eccentricity taking into account actual height of the compressed concrete zone
by: I. T. Mirsayapov, et al.
Published: (2024-09-01) -
Evaluation of the behaviour of reinforced concrete beams repaired with glass fibre reinforced polymer (GFRP) using a damage variable
by: Rafael Nunes da Cunha, et al.
Published: (2021-07-01) -
On the lumped damage modelling of reinforced concrete beams and arches
by: Thalyson Brito, et al.
Published: (2020-09-01)