Results 31 to 40 of about 3,010 (219)

Seismic Retrofit of Warehouses with Masonry Infills and Glazed Curtain Walls through Hysteretic Braces: Refinement of the Italian Building Code Provisions

open access: yesApplied Sciences, 2023
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]

open access: yes, 2016
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

Study on overstrength and ductility of reinforced concrete building with different infill through nonlinear analysis

open access: yesStructural Mechanics of Engineering Constructions and Buildings, 2021
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]

open access: yesComputational 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
doaj   +1 more source

Graphical dynamic trends for earthquake incidence response of plan-asymmetric systems [PDF]

open access: yes, 2015
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

open access: yesProceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), 2021
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

Seismic Loss Estimation in Pre-1970 Residential RC Buildings: The Role of Infills and Services in Low–Mid-Rise Case Studies

open access: yesFrontiers 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
doaj   +1 more source

Detailed and simplified non-linear models for timber-framed masonry structures [PDF]

open access: yes, 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.
core   +1 more source

Earthquake Retrofitting of “Soft-Story” RC Frame Structures with RC Infills

open access: yesApplied 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
doaj   +1 more source

COMPARISON OF NON-LINEAR MASONRY INFILL MACRO-MODELS

open access: yesElectronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 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

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