Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Mijalković Marina"'
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 9, Iss 2, Pp 217-229 (2011)
The paper presents the procedure of limit load calculation of elasto-plastic trusses exposed to the action of proportional load which is gradually increased until the formation of failure mechanism. The calculation is based on the application of stat
Externí odkaz:
https://doaj.org/article/e5a19fcab26741b2b4d6c1f0542a8a42
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 8, Iss 2, Pp 225-234 (2010)
Most often, in the case of typefied prefabricated systems, foundations are designed and constructed as prefabricated elements as well. When the structure is exposed to high intensity loading and founded on a weak soil, beam foundations are often used
Externí odkaz:
https://doaj.org/article/a1163f6fd030473c9f47e796c1c26d3b
Application of Mindlin's theory for analysis of footing plate bending based on experimental research
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 8, Iss 2, Pp 211-223 (2010)
The assumptions and basic equations of the first-order shear deformation plate theory of Mindlin, as one which provides more accurate solutions compared to the classical theory, are briefly presented in this paper. Application of one analytical solut
Externí odkaz:
https://doaj.org/article/d54e1de1be1d4432a5531b6b7ba83bbc
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 8, Iss 2, Pp 177-185 (2010)
This paper analyzes application of modern reinforcement methods for reinforced concrete (RC) beams using fiber-reinforced polymer (FRP) materials. Basic characteristics of FRP materials and the method of mounting the FRP bars within concrete, that is
Externí odkaz:
https://doaj.org/article/719559f1788d43e2a4d174b91abf3fe5
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 8, Iss 2, Pp 201-210 (2010)
The paper presents application of nonlinear material models in the software package Ansys. The development of the model theory is presented in the paper of the mathematical modeling of material nonlinear problems in structural analysis (part I - theo
Externí odkaz:
https://doaj.org/article/0205f179e77445af8a47088a198f6aac
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 6, Iss 1, Pp 75-88 (2008)
The problem of the determination of limit bearing capacity of beam cross section under pure bending, eccentric tension, pure shear, as well as combined stress is considered in this paper. The influence functions of the bending moment and axial force,
Externí odkaz:
https://doaj.org/article/d4e8ae878a324b1880b1e2b07c2e2deb
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 3, Iss 1, Pp 9-22 (2004)
In respect to the subspace identification method as one of the possible variants of inverse dynamic analyses, behavior of real structural systems with real load and real noise contaminated input/output data was investigated in this work. A useful and
Externí odkaz:
https://doaj.org/article/15c2f20f373143f38864995d6ef3fad7
Publikováno v:
In Applied Mathematical Modelling April 2020 80:702-723
Publikováno v:
In Journal of Sound and Vibration 22 December 2019 463
Autor:
Zorić, Andrija, Zlatkov, Dragan, Trajković-Milenković, Marina, Mijalković, Marina, Mladenović, Biljana
Publikováno v:
Journal of the Serbian Society for Computational Mechanics; 2024, Vol. 18 Issue 1, p16-28, 13p