Secondary language: |
English |
Secondary title: |
ǂThe ǂimpact of the configuration of masonry ... |
Secondary abstract: |
The impact of the configuration of masonry infills on the seismic response of infilled reinforced concrete frames is demonstrated by means of an example of an eight- storey building located near Ljubljana. Firstly the behavior of such buildings in seismic regions is presented followed by an overview of the mechanical properties of masonry infills and a description of Eurocode 8 requirements for simplified seismic analysis of such buildings. In the second part of the thesis, results of seismic analyses of the investigated building taking in account different configurations of infills are presented. Engineering demand parameters, which were obtained by lateral force method, are presented in terms of fundamental vibration periods, storey shear forces, storey drifts and internal forces. Results have
shown that infills greatly reduce storey drifts and halve the fundamental vibration periods. Shear forces are also reduced but because of the simple single-strut model they are also underestimated. In conclusion masonry infills have an impact on the seismic response of reinforced concrete frames and so must be properly analyzed. |
Secondary keywords: |
masonry infills;reinforce concrete frame;lateral force method;single-strut model;Rayleigh method;Eurocode 8 |
File type: |
application/pdf |
Type (COBISS): |
Bachelor thesis/paper |
Thesis comment: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Pages: |
XI, 35 str. |
Type (ePrints): |
thesis |
Title (ePrints): |
Vpliv konfiguracije polnil na parametre ... |
Keywords (ePrints): |
gradbeništvo;promet;diplomska dela;UN;opečna polnila;armiranobetonski okvir;Rayleigheva metoda;standardi EVROKOD 8; |
ID: |
8312929 |