Results 211 to 220 of about 2,213 (254)
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Strengthening of Infill Masonry Walls with FRP Materials
Journal of Composites for Construction, 2011This paper evaluates the effectiveness of different externally bonded glass fiber–reinforced polymer (GFRP) systems for increasing the out-of-plane resistance of infill masonry walls to loading. The research included a comprehensive experimental program comprising 14 full-scale specimens, including four unstrengthened (control) specimens and 10 ...
Dillon S. Lunn, Sami H. Rizkalla
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Strengthening masonry infill walls with reinforced plaster
Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2010One technique for strengthening masonry infill walls against seismic lateral forces permitted by the Turkish Seismic Code is to add a plaster layer with mesh reinforcement to one face of the wall. The study described in this paper was performed to test and analyse the effectiveness of this technique for lateral loads.
Altin, SİNAN +3 more
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RC-frames infilled with rc infill-walls for seismic retrofitting
2021The seismic retrofitting of existing multi-storey multi-bay reinforced concrete (RC) frame buildings by the conversion of selected bays into new RC infilled walls is the subject of this research work. The parametric study of the contribution of dowels that connect a new RC infill wall to the surrounding RC frame members was performed through nonlinear ...
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Analysis Model for Concrete Infill Slit-Wall
2009This paper discussed analytic models of frame-slit-wall system suggested by JGJ99-98 and pointed out the necessity of considering shear deformation of web of steel beams when determining the section of equivalent cross bracing or shear plate. The models suggested by JGJ99-98 cannot predict the actual shear forces in steel girders, its bending ...
Xufeng Mi, Lin Wang, Guobao Zhou
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Experimental Response of a Precast Infill Wall System
2003Many reinforced concrete moment resisting frame buildings in seismic zones lack strength and ductility. A precast infill system may provide an economic advantage for the retrofit of these structures. In order to evaluate the performance of this type of system, a two-story nonductile frame was constructed and rehabilitated with a precast infill wall and
Robert J. Frosch +2 more
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Tests on infill sheeting of Combi-Wall
1987Civil Engineering and ...
Bouwman, L.P. (author) +1 more
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Importance of masonry infill walls for framed buildings
2017 International Conference on ENERGY and ENVIRONMENT (CIEM), 2017The paper presents a study about the effect of masonry infill walls on the behavior of framed buildings, in seismic areas. The study was done for a building that will be built in Bucharest, Romania. In this case, the building will have 6 stories. The bays are narrow, because of the architecture requirements. The structure is composed of concrete frames.
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Isolation of infill walls as solution for both masonry infills and RC structures
2023Marinkovic, Marko +3 more
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Design for de-construction of lightweight infill wall systems
2022Kitayama Shoma, Iuorio Ornella
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SHCC precast infill walls for seismic retrofitting
2009Structures must resist lateral force as earthquake without collapse and significant damage to the structural members. On the seismic design, the Korean Building Code requires that the structures should obtain satisfactory design load and seismic reinforcement detail so that adequate ductile response and limiting condition for maximum displacement ...
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