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The seismic performance of a building hinges on the seismic capacity and damage features of the reinforced concrete (RC) frame with masonry infill walls. To reasonably evaluate the seismic performance and seismic economic loss of masonry infill walls, it
Dan Wang
doaj +1 more source
Numerical Study on Seismic Behavior of Moment-Resistant Steel Frames with Hybrid Masonry Infill [PDF]
Hybrid masonry system is a new structural system, in which the masonry panels link to the frame with steel plate connections. Hybrid masonry uses masonry infill for lateral stiffness and strength within frames in addition to supporting out-of-plane ...
Mahmoud Reza ُُShiravand +1 more
doaj +1 more source
Finite-discrete element modelling of masonry infill walls subjected to out-of-plane loads [PDF]
In this paper, the out-of-plane response of infill walls is investigated by means of non-linear monotonic (push-over) analyses through a combined finite and discrete modelling approach.
AL SHAWA, Omar +4 more
core +2 more sources
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
doaj +1 more source
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
doaj +1 more source
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
doaj +1 more source
Would RC wide-beam buildings in Spain have survived Lorca earthquake (11-05-2011)? [PDF]
Lorca earthquake (11-05-2011) is most destructive event recorded in Spain, causing nine fatalities and other severe consequences. Its important intensity was rather unexpected, and serious concern arose regarding risk of building stock in Spain.
Benavent Climent, Amadeo +2 more
core +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

