Results 111 to 120 of about 9,048 (267)
Revista IBRACON de Estruturas e MateriaisBrazilian Codes NBR 6118 and NBR 15575 provide practical values for interstory drift limits applied to conventional modeling in order to prevent negative effects in masonry infill walls caused by excessive lateral deformability, however these codes do ...
G. M. S. ALVA +3 more
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Masonry infill walls in reinforced concrete frames as a source of structural damping
Earthquake Engineering & Structural Dynamics, 2013 SUMMARYThis paper presents the results of an experimental study on the determination of damping characteristics of bare, masonry infilled, and carbon fiber reinforced polymer retrofitted infilled reinforced concrete (RC) frames. It is well known that the masonry infills are used as partitioning walls having significant effect on the damping ...
Özkaynak, Hasan +4 more
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AGG+In many countries, reinforced concrete (RC) frames are widely utilized as the primary building structure. The infill is typically composed of traditional masonry (brick elements connected with mortar), commonly without isolation from the frame.
Anđelko Cumbo +4 more
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Seismic performance of masonry-infilled RC frames [PDF]
Urbanism. Arhitectura. Constructii, 2016 The masonry infill of RC frames structures is generally considered as non-structural. The design of the concrete frames is often made by ignoring the influence of the masonry infill, which is only accounted for its mass.
Mircea Bârnaure +2 more
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ASSESSMENT OF ROBUSTNESS OF REINFORCED CONCRETE FRAME STRUCTURES WITH MASONRY INFILL WALLS
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), 2019 Robustness of frame structures is fundamental to limit progressive collapse of buildings in case of accidental loss of columns. The interest in robustness assessment is growing in recent years especially for reinforced concrete structures, which are commonly analyzed considering the bare frame configuration.
F. Di Trapani +3 more
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Predicting models for the evaluation of out-of-plane ultimate load carrying capacity of masonry infill walls [PDF]
, 2015 Monica Pasca, Laura Liberatore
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Seismic analyses of a R/C building: study of a retrofitting solution [PDF]
, 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
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Case Studies in Construction MaterialsThe masonry building with reinforced concrete (RC) framed lower floors, as a widely adopted hybrid structural system, has sustained significant damage during severe earthquakes.
Guangjun Sun, Bingyan Wu, Hongjing Li
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A non-linear masonry infill macro-model to represent the global behaviour of buildings under cyclic loading [PDF]
, 2006 The presence of masonry infill walls in RC buildings is very common. However, even nowadays, in the design of new buildings and in the assessment of existing ones, the infills are usually considered as non-structural elements and their influence in the ...
Costa, A., Rodrigues, H., Varum, H.
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Masonry enclosure walls: lessons learnt from the recent Abruzzo Earthquake [PDF]
, 2010 This paper approaches the issue of performance requirements and construction criteria for masonry enclosure and infill walls. Vertical building enclosures in European countries include, very often, non-loadbearing masonry walls, using horizontally ...
Costa, A. +4 more
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