Results 31 to 40 of about 3,010 (219)
A refined design procedure for the seismic retrofit of warehouses or, more generally, single-storey RC frames bounded by “drift-sensitive” masonry infills and glazed curtain walls, is proposed in this paper by means of hysteretic braces.
Emanuele Gandelli +4 more
doaj +1 more source
Untersuchungen an mit Mauerwerk ausgefachten Stahlbetonrahmen und neue Lösungsvorschläge [PDF]
The vulnerability of unreinforced masonry walls (URM) under seismic events, causing huge loss of money and human lives, has revealed the enormous need for an efficient strengthening material.
Leite, João Miguel Carvalho +3 more
core +1 more source
The building structure with infill wall shows higher global stiffness along with the uncertain behaviour during 2015 Gorkha earthquake. It significantly increased the collapse rate of structures during earthquakes.
Hemchandra Chaulagain, Ram Giri
doaj +1 more source
Human Comfort Assessment of Buildings Considering the Effect of the Masonry Infills and the Soil-Structure Interaction [PDF]
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
doaj +1 more source
Graphical dynamic trends for earthquake incidence response of plan-asymmetric systems [PDF]
A Graphical Dynamic model is derived to describe the directional earthquake response of two-ways plan-asymmetric systems, which retains the insightful educational evidence of traditional graphical static methods and the accuracy of computational methods ...
Faggella, Marco +3 more
core +2 more sources
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
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
doaj +1 more source
Detailed and simplified non-linear models for timber-framed masonry structures [PDF]
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.
core +1 more source
Earthquake Retrofitting of “Soft-Story” RC Frame Structures with RC Infills
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
doaj +1 more source
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

