MATEC Web of Conferences, 2019 This paper will describe the seismic behaviour of masonry infilled RC frame with a central opening structure under reversed cyclic lateral loading. To achieve the purpose of this study, four 1/4-scale single story and single bay RC frame specimens were ...
Maidiawati +3 more
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COMPARISON OF NON-LINEAR MASONRY INFILL MACRO-MODELS
Elektronički časopis građevinskog fakulteta Osijek, 2014 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
Human Comfort Assessment of Buildings Considering the Effect of the Masonry Infills and the Soil-Structure Interaction [PDF]
Computational Engineering and Physical Modeling, 2019 The increase in slenderness of building projects has been crucial for reducing the natural frequency values, causing excessive vibration problems. Two other important aspects, generally disregarded in the current design practice are related to the ...
Jean Carlos Mota Silva +2 more
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Seismic assessment via EC8 of modern heritage structures:Knowledge of the structure and analysis methodologies [PDF]
, 2015 Given the interest earned recently by modern heritage structures, seismic assessment criteria of Eurocode 8, for ordinary reinforced concrete structures, are applied to a modern heritage RC building.
C.Conte +8 more
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Experimental testing of engineered masonry infill walls for post-earthquake structural damage control [PDF]
, 2014 The paper presents the results of an experimental campaign on the behaviour of engineered masonry infill walls subjected to both in- and out-of-plane loading.
Giuriani, Ezio Pilar +2 more
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Frontiers in Built Environment, 2020 The lessons learned after recent earthquakes have highlighted the key role played by infills and services in damage and loss of Reinforced Concrete (RC) buildings.
Carlo Del Gaudio +3 more
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Detailed and simplified non-linear models for timber-framed masonry structures [PDF]
, 2012 The need for improved methodologies to describe the post elastic behaviour of existing structures in the framework of seismic vulnerability assessment has long been recognised.
Kappos, A.J., Kouris, L.A.S.
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Extending displacement-based earthquake loss assessment (DBELA) for the computation of fragility curves [PDF]
, 2012 This paper presents a new procedure to derive fragility functions for populations of buildings that relies on the displacement-based earthquake loss assessment (DBELA) methodology.
Akkar +31 more
core +2 more sources
Investigation of Diagonal Strut Actions in Masonry-Infilled Reinforced Concrete Frames
International Journal of Concrete Structures and Materials, 2021 This study analytically investigated the behavior of reinforced concrete frames with masonry infills. For the analysis, VecTor2, a nonlinear finite element analysis program that implements the Modified Compression Field Theory and Disturbed Stress Field ...
Seung-Jae Lee, Tae-Sung Eom, Eunjong Yu
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Earthquake Retrofitting of “Soft-Story” RC Frame Structures with RC Infills
Applied Sciences, 2022 Multi-story, old reinforced concrete (RC) structures with a “soft-story” on the ground floor, sustain considerable damage to the soft story during earthquakes due to the presence of masonry infills in the upper stories.
George C. Manos +3 more
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