Results 21 to 30 of about 498 (185)
Soft Story Design of Reinforced Concrete Structures with Masonry Infill Walls [PDF]
Based on the seismic design codes to prevent soft-story failure, columns of a soft story must be designed for amplified loads due to the discontinuity of braces or shear walls in that story.
Seyed Mojtaba Hosseini Gelekolai +1 more
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Controlled seismic behaviour of masonry-infilled steel frames
Whether used as a curtain/partition wall or a bearing part of the structure, masonry infill significantly affects structural behaviour of the primary structure.
Ivan Radić +2 more
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The threat to human lives and the economic losses due to high seismic vulnerability of non-engineered traditional masonry infills subjected to earthquakes have been highlighted by several post-seismic surveys and experimental and numerical investigations.
Riccardo R. Milanesi +8 more
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Nonlinear seismic analysis of masonry infilled RC frame structures [PDF]
Structures composed of different substructures and materials are a subject of great research and expert interest. It is the purpose of this research to develop an engineering approach for evaluation of seismic demands and to apply the methodology to ...
Mahmud Emin +2 more
doaj
The steel frame infilled with the autoclaved lightweight aerated concrete (AAC) masonry wall is widely applied in buildings. However, earthquake damage investigation has revealed that infill walls have a significant influence on the mechanical behaviors ...
You-Sheng Yu +3 more
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This paper examines how the decision to include (or exclude) masonry infill walls in the modelling of non-seismically designed RC framed structures can affect the results of the EC8-3 seismic assessment process.
Rodrigo Falcão Moreira +2 more
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COMPARISON OF NON-LINEAR MASONRY INFILL MACRO-MODELS
Reinforced-concrete frames with masonry infill are composite systems, common in low and medium-high buildings, whose behavior under earthquake loads is difficult to predict. Because of that, most national codes ignore the contribution of infill to the structural response.
Kalman Šipoš, Tanja, Sigmund, Vladimir
openaire +2 more sources
Nonlinear static vs. Incremental dynamic analysis of infilled frames with open first floor [PDF]
Masonry infill, as a part of building structures, is characterised with significant in-plane strength and stiffness and it can greatly alter the response of structures exposed to seismic loads. Irregular distribution of infill in plane and along building
Todorov Koce, Lazarov Ljupco
doaj
STRUCTURAL CONCEPTS IN THE DESIGN OF MASONRY-INFILLED STEEL FRAMES
Despite numerous research studies conducted in the field of masonry-infilled steel (and concrete) frames, there is still no adequate codified design method. There is, however, a consensus that masonry-infilled frames should be treated as potentially hazardous earthquake context structural solutions.
Šokić, Dario +3 more
openaire +2 more sources
Assessment of seismic performance of low-rise reinforced concrete frame structures with masonry infill using fragility curves [PDF]
The seismic performance of reinforced concrete frame structures with masonry infill is a critical area of study due to the complex interactions between the infill and the structural frame during seismic events.
Septriyeni Afrizal Azia +2 more
doaj +1 more source

