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Institution

University of Architecture, Civil Engineering and Geodesy

EducationSofia, Bulgaria
About: University of Architecture, Civil Engineering and Geodesy is a education organization based out in Sofia, Bulgaria. It is known for research contribution in the topics: Finite element method & Beam (structure). The organization has 3808 authors who have published 3822 publications receiving 30736 citations. The organization is also known as: Sofia Polytechnic.


Papers
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Journal ArticleDOI
TL;DR: In this paper, the authors studied strongly rpp-semigroups whose set of idempotents forms a right regular band and the relation is a congruence, and they gave a tighter description of the semilattice decomposition involving a system of connecting maps, which can always construct a right C-rpp semigroup by glueing up the given ingredients by the connecting maps.
Abstract: We study the strongly rpp-semigroups whose set of idempotents forms a right regular band and the relation ${\cal L}^* \vee {\cal R}$ is a congruence. This kind of strongly rpp-semigroups was called by Y.Q. Guo the right C-rpp semigroups and he characterized them as semilattice of direct products of left cancellative monoid with right zero semigroup. The aim of this paper is to improve upon Guo’s result, giving a tighter description of the semilattice decomposition involving a system of connecting maps. By using our result, we can always construct a right C-rpp semigroup by glueing up the given ingredients by the connecting maps. An example of an infinite right C-rpp semigroup is constructed.

11 citations

Journal ArticleDOI
TL;DR: For the discrete linear nonstationary plants, the state or output feedbacks were designed for which the generalized H∞-norm of a closed-loop system characterizing the joint effect of initial state and external perturbation on the controlled output and terminal state takes on the minimal value.
Abstract: For the discrete linear nonstationary plants, the state or output feedbacks were designed for which the generalized H ?-norm of a closed-loop system characterizing the joint effect of initial state and external perturbation on the controlled output and terminal state takes on the minimal value.

11 citations

Journal ArticleDOI
TL;DR: In this article, the bearing capacity of the foundation base with long-term non-linear deformation of clay soils under the regime of cyclic prolonged static loading is calculated, where the base is considered a solid phase of development zones limit equilibrium, which is achieved for the foundation bases at the end of the formation of a hard core, deforming the ground.
Abstract: The method of calculation of bearing capacity of the foundation base with long-term non-linear deformation of clay soils under the regime of cyclic prolonged static loading. In the calculation of the bearing capacity of the base is considered a solid phase of development zones limit equilibrium, which is achieved for the foundation bases at the end of the formation of a hard core, deforming the ground.

11 citations

Journal ArticleDOI
TL;DR: In this paper, the authors investigated the dependence between the first cross-frequency single-storey buildings and a frequency of a single block and showed the effect of the ratio of stiffness of horizontal and vertical elements of a building on the value of the first natural vibrations frequency.

11 citations

Journal ArticleDOI
TL;DR: In this paper, a constitutive model with three plasticity constants for numerical modeling of anisotropic workhardening characterized by translation, reshaping and turning of the subsequent yield surface is suggested.

11 citations


Authors

Showing all 3821 results

NameH-indexPapersCitations
Changlun Chen7519220080
Yu You Li6340112761
Jun Ma5426512987
Pieter T. Visscher5214011120
Alan W. Decho4710910456
Bin Yang403287040
Wendong Wang302574203
Mei-yung Leung301092615
Li Zhang292483328
Vittorio Girotto27763069
Vasili Kharchenko27782791
Jiaping Liu261121763
Aleksander Filarowski26871868
Shengwen Tang26751819
Rong Chen24781498
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Performance
Metrics
No. of papers from the Institution in previous years
YearPapers
20238
202223
2021469
2020365
2019303
2018226