2020
DOI: 10.1088/1757-899x/883/1/012186
|View full text |Cite
|
Sign up to set email alerts
|

Dynamic calculation of boxed design of buildings

Abstract: A method for dynamic calculation of a box-like structure, consisting of interconnected longitudinal and transverse plate and beam elements is developed. The problem is posed of spatial vibrations of the box-like structure of a building under dynamic impact determined by its base motion according to a sinusoidal law. It is assumed that the external load-bearing walls of the building, perpendicular to the direction of the seismic effect, work on transverse bending only. The interior panels, located in the direct… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
2

Citation Types

0
5
0

Year Published

2021
2021
2022
2022

Publication Types

Select...
3
2

Relationship

0
5

Authors

Journals

citations
Cited by 21 publications
(5 citation statements)
references
References 14 publications
0
5
0
Order By: Relevance
“…For the numerical implementation of U p , V p , W p in equations (1), an implicit scheme was used. After the formation of the quasiperiodic regime, the nonstationary fields were averaged [26,27].…”
Section: Methodsmentioning
confidence: 99%
“…For the numerical implementation of U p , V p , W p in equations (1), an implicit scheme was used. After the formation of the quasiperiodic regime, the nonstationary fields were averaged [26,27].…”
Section: Methodsmentioning
confidence: 99%
“…Let us compose the equations of motion for each plate and beam elements of the boxtype structure of a building [8][9][10]. Plate elements are considered to be thin elastic plates obeying the Kirchhoff-Love hypothesis.…”
Section: Methodsmentioning
confidence: 99%
“…. By virtue of this expression and taking into account (24), we obtain the general solution of the problem for bending plate elements in the following form [8][9][10]:…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…The studies in [20][21][22] are devoted to improving the box-type model of the building structure, taking into account the contact conditions between the elements of the panels and beams. Equations of motion of box-type elements and graphs of displacements of plates and beams are constructed.…”
Section: Introductionmentioning
confidence: 99%