Zobrazeno 1 - 10
of 74
pro vyhledávání: '"Moga, Cătălin"'
Publikováno v:
Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, Vol 67, Iss 3, Pp 105-117 (2022)
The paper presents aspects related to the verification of the general stability of the bridge superstructures on circular arches with rigid vertical hangers, bridges of open-type or free-standing, without upper bracing.
Externí odkaz:
https://doaj.org/article/be66f55ca09c415f9734eac9ae8f2c6d
Publikováno v:
Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, Vol 67, Iss 4, Pp 61-75 (2021)
The paper shows the influence of some design parameters on the general stability of a single-track railway bridge, having the structure made of circular steel arches with rigid vertical hangers.
Externí odkaz:
https://doaj.org/article/986dd9f9280e481694110e06b9d2aa72
Publikováno v:
Romanian Journal of Transport Infrastructure, Vol 10, Iss 2, Pp 1-16 (2021)
The connections with end plates and bolts can be used in steel bridge structures, or joining the decking beams, which can lead to very simple and economical constructive solutions. The paper presents some theoretical aspects concerning the behavior a
Externí odkaz:
https://doaj.org/article/556c1e13098e4c5eab76199b12e2bb02
Publikováno v:
Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, Vol 67, Iss 2, Pp 95-104 (2021)
The phenomenon of shear lag refers to the increases of the bending stresses near the flange-to-web junctions, and the corresponding decreases in the flange stresses away from these junctions.
Externí odkaz:
https://doaj.org/article/7b1b5adb9c2c49e7806e2e10a030efae
Publikováno v:
Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, Vol 67, Iss 1, Pp 67-79 (2021)
The term of shear lag is related to the discrepancies between the approximate theory of the bending of beams and their real behaviour, and it refers to the increases of the bending stresses near the flange-to-web junctions, and the corresponding decr
Externí odkaz:
https://doaj.org/article/33c01c7e295048ff9a54133e4b0610f8
Publikováno v:
Romanian Journal of Transport Infrastructure, Vol 8, Iss 2, Pp 58-72 (2019)
In this paper some aspects regarding the dynamic behavior of footbridge structures under traffic actions correlated with the people’s comfort are presented. The comfort criterion during footbridge passing depends of the frequencies and acceleration
Externí odkaz:
https://doaj.org/article/9aa565499c34458e8e5a2b40d27213fd
Akademický článek
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Publikováno v:
In Procedia Engineering 2017 181:234-241
Publikováno v:
In Procedia Engineering 2017 181:20-27
Publikováno v:
In Procedia Engineering 2016 156:249-256