Effect Of Masonry Infill Walls On Seismic Response Of Open Ground Storey Rc Frames
نویسندگان
چکیده
منابع مشابه
Influence of Masonry Infills Walls on the Seismic Behaviour of Multi-storey Waffle Slabs Rc Buildings
In this work, we analyze the influence of masonry infill walls on the seismic performance of waffle slabs reinforced concrete (RC) framed structures. We analyze buildings of three, five and eight storeys, which are representative for a big number of housings in Barcelona, Spain. Capacity spectra have been obtained by performing pushover analyses and we have used a simplified procedure to obtain...
متن کاملNumerical Investigation of the Effect of Infill Walls on the Structural Response of RC Frames
The work presented herein sets out to investigate numerically, by means of nonlinear finite element analysis, the effect of un-reinforced concrete or masonry infill walls on the overall structural response of reinforced concrete frames under static monotonic and seismic loading. For this purpose, a nonlinear finite element package purpose built for the analysis of concrete structures is employe...
متن کاملEffect of Unreinforced Masonry Infill Walls on Seismic Performance of Reinforced Concrete Framed Structures
Unreinforced Masonry infill walls (URM) are commonly used in the Reinforced Concrete (RC) framed structures as interiors and exteriors partition walls. Although they usually are not considered in the structural analysis and design, their influence on the seismic performance of the framed structures is significant. A common practice in the modern and old RC buildings is to remove the URM walls i...
متن کاملStatic Analysis of Masonry Infilled R.C.Frame With &Without Opening Including Soft Storey of Symmetric Building
Abstract: Masonry infill is considered as a non-structural element in all type of buildings where masonry use. But, masonry infill walls are mainly used to increase initial stiffness and strength of reinforced concrete (RC) frame buildings. This Open First storey is also termed as “Soft Storey”. The upper storeys have brick infilled wall panels with various opening percentage in it. In many cit...
متن کاملReliability-based Seismic Assessment of Asymetric Multi-storey Buildings with Rc Shear Walls
The performance of buildings subjected to earthquake loads has shown that asymmetric structures are caused more extensive damages in comparison with symmetric structures. Hence, the seismic performance of asymmetric structures should be assessed due to future random earthquakes. Reliability-based seismic assessment as one of the tools in performance-based earthquake engineering has been introdu...
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ژورنال
عنوان ژورنال: International Journal of Engineering and Techniques
سال: 2020
ISSN: 2395-1303
DOI: 10.29126/23951303/ijet-v6i3p5