URI | http://purl.tuc.gr/dl/dias/A3602660-3414-48FE-9CF2-84232560E611 | - |
Identifier | https://doi.org/10.13140/RG.2.1.3354.1605 | - |
Language | en | - |
Extent | 8 pages | en |
Title | Parametric dynamic analysis of a masonry wall with lintels of reinforced concrete over the openings | en |
Creator | Stavroulaki Maria | en |
Creator | Σταυρουλακη Μαρια | el |
Creator | Liarakos Evaggelos | en |
Creator | Λιαρακος Ευαγγελος | el |
Content Summary | In order to study the unilateral contact effects (i.e. separation, sliding) between the
lintels of reinforced concrete over the openings and the masonry wall, a parametric nonlinear
dynamic analysis was done. The nonlinear behaviour of the masonry is modelled by
means of appropriately modified elastoplastic laws. Different values of the friction coefficient,
various designs forthe roof and the horizontal plates at the first floor and various earthquakes
are considered. From the analysis it is shown that the influence of this reinforcement on the
dynamic response of masonry structures depends on many parameters like the magnitude of
the ground motion and the friction coefficient of the interface between the lintels and the masonry.
The positive effects of contact mechanisms can be reduced in case of a strong motion
where topical relief in parallel with stress concentration to other places appear | en |
Type of Item | Πλήρης Δημοσίευση σε Συνέδριο | el |
Type of Item | Conference Full Paper | en |
License | http://creativecommons.org/licenses/by/4.0/ | en |
Date of Item | 2015-10-14 | - |
Date of Publication | 2007 | - |
Subject | Applied mechanics | en |
Subject | Engineering, Mechanical | en |
Subject | mechanics applied | en |
Subject | applied mechanics | en |
Subject | engineering mechanical | en |
Subject | Aseismic design | en |
Subject | Seismic design | en |
Subject | earthquake resistant design | en |
Subject | aseismic design | en |
Subject | seismic design | en |
Bibliographic Citation | M.E. Stavroulaki, V. B. Liarakos,"Parametric dynamic analysis of a masonry wall with lintels of reinforced concrete over the openings ,"in 2007 Thematic Conf. on Computational Meth. in Structural Dyn. and Earthquake Engi.,doi:10.13140/RG.2.1.3354.1605 | en |