Results 41 to 50 of about 8,268 (215)

Experimental Study on Seismic Behavior of Steel Frames with Infilled Recycled Aggregate Concrete Shear Walls

open access: yesApplied Sciences, 2019
Experiments were performed on four specimens of steel frames with infilled recycled aggregate concrete shear walls (SFIRACSWs), one specimen of infilled ordinary concrete wall, and one pure-steel frame were conducted under horizontal low cyclic loading ...
Lijian Sun, Hongchao Guo, Yunhe Liu
doaj   +1 more source

Influence of openings, with and without confinement, on cyclic response of infilled R-C frames: an experimental study [PDF]

open access: yes, 2013
This article presents the experimental results of a study on reinforced-concrete frames infilled with masonry with openings. The frames were designed according to current European codes. They were built in a scale 1:2.5 and infilled with masonry walls.
Penava, Davorin, Sigmund, Vladimir
core   +3 more sources

Numerical analysis of reinforced concrete frame buildings with decoupled infill walls [PDF]

open access: yesGrađevinski Materijali i Konstrukcije, 2020
Reinforced concrete (RC) buildings with masonry infill walls are widely used in many countries all over the world. Although infills are considered as non-structural elements, they significantly change dynamic characteristics of RC frame structures during
Marinković Marko   +2 more
doaj  

Numerical model to account for the influence of infill masonry on the RC structures behaviour [PDF]

open access: yes, 2005
It is a common misconception considers that masonry infill walls in structural RC buildings can only increase the overall lateral load capacity, and, therefore, must always be considered beneficial to seismic performance.
Costa, A., Rodrigues, H., Varum, H.
core   +1 more source

Influence of Masonry Infill on Seismic Design Factors of Reinforced-Concrete Buildings

open access: yesShock and Vibration, 2022
Infill walls are the most common separator panels in typical reinforced-concrete (RC) frame structures. It is crucial to investigate the influence of the infill walls on the earthquake behavior of RC frames.
Mangeshkumar R. Shendkar   +5 more
doaj   +1 more source

Seismic analyses of a R/C building: study of a retrofitting solution [PDF]

open access: yes, 2000
The preliminary experimental results from the tests on a 4-storey R/C frame structure are presented and discussed. The full-scale model is representative of the common practice of 40~50 years ago in most south European countries.
Carvalho, E. C.   +3 more
core   +1 more source

Effects of Single and Multi Openings in Brick Infills on the Seismic Response of Infilled RC Frames

open access: yesMATEC Web of Conferences, 2018
Many researchers have performed a lot of studies of the seismic behavior reinforced concrete (RC) frame with masonry infill. They found that masonry infill affects the lateral strength, stiffness and ductility performance of the RC frame structures ...
Maidiawati   +3 more
doaj   +1 more source

Dynamic nonlinear analyses for the 4-storey infilled R/C frame: study of a retrofitting solution [PDF]

open access: yes, 1999
A research project on assessment and retrofitting of R/C frame structures is currently being developed under the research programme of the ICONS TMR-research network.
Carvalho, E. C.   +3 more
core   +1 more source

Seismic Evaluation of Advanced Reinforced Concrete Structures

open access: yesAdvances in Materials Science and Engineering, 2022
Many reinforced concrete frame buildings were developed and constructed in Coimbatore zone III before 2002. In 2002, the seismic code IS 1893 was updated. As a result, structures constructed earlier in 2002 do not meet the codal criterion.
Vijayakumar Arumugam   +3 more
doaj   +1 more source

Effect of irregularity on seismic design parameters of RC-infilled structures

open access: yesMagazine of Civil Engineering, 2021
A four-storey reinforced concrete (RC) building is seismically evaluated with the incorporation of different irregularities. Three model systems have been considered, i.e., model I: (RC-infilled regular frame in X and Y direction), model II: (RC-infilled
Shendkar Mangeshkumar   +2 more
doaj   +1 more source

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