Zobrazeno 1 - 10
of 54
pro vyhledávání: '"Lađinović Đorđe"'
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2019, Iss 35, Pp 9-21 (2019)
This paper is shows the results of the simplified analysis for the overall seismic response (basic shear force and momentum) for steel storage tank with different geometric characteristics and for different types of soil. Acceleration of soil is 0,4g
Externí odkaz:
https://doaj.org/article/aa484c13aea34337981d890fda0f34fa
Publikováno v:
Tehnika, Vol 72, Iss 4, Pp 490-500 (2017)
Nonlinear static analysis, known as a pushover method (NSPA) is oftenly used to study the behaviour of a bridge structure under the seismic action. It is shown that the Equivalent Linearization Method - ELM, recommended in FEMA 440, is appropriate fo
Externí odkaz:
https://doaj.org/article/4bbfe621296c4069956a5ff4aabcfe83
Publikováno v:
Građevinski Materijali i Konstrukcije, Vol 60, Iss 2, Pp 57-77 (2017)
Theoretical foundations of beam -column finite element implemented (and tested) within academic CAD software developed on FTN (Department of civil engineering) are presented in this paper. Aforementioned FE is force-based fibre element, divided into
Externí odkaz:
https://doaj.org/article/4a5393f760a5473bb349533855f4e058
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2017, Iss 31, Pp 9-20 (2017)
Seismic design according to European norms implies the design of ductile rc structures. By confining the concrete, the ratio of stress-strain is changing and increases ductility. In Eurocode 2, a model of confined concrete was proposed, and in the Eu
Externí odkaz:
https://doaj.org/article/20d9963d47d94c26a3ba6f5505cd9e8a
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 10, Iss 3, Pp 259-274 (2012)
Eurocode 8 spectra are scaled by the peak ground acceleration values that are defined for the given site through a probabilistic seismic hazard analyses (PSHA). However, spectra that are created by combining the empirical shapes with the single PSHA-
Externí odkaz:
https://doaj.org/article/a3260881b81c4011b2dc02b09472c665
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 10, Iss 2, Pp 131-154 (2012)
Eurocode 8 allows that any country can use its own shape of the elastic response spectrum after it defines it in the National Annex. Having in mind that such country-specific spectra are to be derived through analysis of the strong motion data record
Externí odkaz:
https://doaj.org/article/87f1bc1873244f37931babde06d9b773
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 9, Iss 1, Pp 77-88 (2011)
The paper presents methodology for safety assessment and design of earthquake resistant structures based on application of damage spectra. The damage spectrum can be used for seismic evaluation of vulnerability of structures with given properties and
Externí odkaz:
https://doaj.org/article/10c6fb99c9db4d7fb3f4690f2067780b
Autor:
Lađinović Đorđe
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 6, Iss 1, Pp 25-35 (2008)
In many buildings the centres of resistance do not coincide with the centres of mass. As a consequence, lateral base motion during an earthquake gives rise to torsional vibration of the structure. The inelastic seismic behaviour of asymmetric-plan bu
Externí odkaz:
https://doaj.org/article/1093d9aabaeb49d6a2e1b024c74b298f
Autor:
Radonjanin, Vlastimir, Lađinović, Đorđe, Kovačević, Dušan, Malešev, Mirjana, Rašeta, Andrija, Lekić, Radoslav
Publikováno v:
In Procedia Engineering 2016 156:380-387
Autor:
Malešev, Mirjana, Radonjanin, Vlastimir, Lađinović, Đorđe, Lukić, Ivan, Šupić, Slobodan, Draganić, Suzana
Publikováno v:
In Procedia Engineering 2016 156:219-226