Results 211 to 220 of about 5,692 (235)

DAMAGE ASSESSMENT OF MASONRY INFILLED FRAMES

2014
There are many different parameters that affect the behavior of masonry-infilled reinforced concrete frames under earthquake loadings and it is difficult to predict. Selection of the parameters, that have the greatest impact on the response system, was carried out on the EDIF database of 113 one- storey one- bay infilled frame tests processed by ...
Sigmund, Vladimir, Kalman Šipoš, Tanja
openaire   +1 more source

Finite Element Analysis of Infilled Frames

Journal of Structural Engineering, 2002
Design of infilled frames to resist lateral loads on buildings in terms of their failure modes, failure loads, and initial stiffnesses using procedures proposed by previous authors is verified. This verification is made by comparing the results of the analytical procedures of the previous authors with those of a new finite element model for infilled ...
Asok K. Ghosh, Amde M. Amde
openaire   +1 more source

MID1.0: Masonry Infilled RC Frame Experimental Database

2018
Experimental campaigns are a key tool for the evaluation of the behaviour of Masonry Infilled Reinforced Concrete (RC) frames. The case of masonry infills in RC frames is also a regional feature making the homogenous classification for a database a real challenge. This first attempt of a Masonry Infill Database (MID) includes a preliminary selection of
Luca F. D., Morciano E., Perrone D., Aiello M. A.   +3 more
openaire   +1 more source

Behavior of Square Infilled Frames

Journal of the Structural Division, 1966
An investigation of the behavior of diagonally-loaded square infilled frames is described first. Series of experiments on diagonally-loaded models with a range of frame stiffnesses indicated that a small increase in frame stiffness has a magnified effect on the over-all stiffness and strength of the structure. Approximate theoretical analyses, based on
openaire   +1 more source

Design of Reinforced Concrete Infilled Frames

Journal of Structural Engineering, 2014
AbstractThe work presented in this paper aimed to evaluate the diagonal strut model for the design of reinforced concrete (RC) infilled frames, already broadly used as a design tool in the case of masonry infilled RC frames. The assumptions on which the strut model provisions in codes are based are reviewed.
Marina L. Moretti, Theocharis Papatheocharis, Philip C. Perdikaris   +2 more
openaire   +1 more source

DYNAMIC RESPONSE OF INFILLED FRAMES

Several engineers and researchers have highlighted that in many cases, even for moderate seismic events, non-structural elements and, in detail, masonry infills have suffered severe damages. This circumstance required interventions with considerable repair costs and disruption to service use of buildings.
openaire   +3 more sources

ON MULTIBAY INFILLED FRAMES.

Proceedings of the Institution of Civil Engineers, 1988
TC LIAUW, CQ LO
openaire   +1 more source

RC-frames infilled with rc infill-walls for seismic retrofitting

2021
The 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 ...
openaire   +1 more source

Statical Analysis of Infilled Frames

2017
It is realized that infill dividers extensively change the conduct of casings under flat loads. Be that as it may, about this subject, there were insufficient information and experience aggregations contrasted and some different subjects in basic investigation.
openaire   +1 more source

Dynamic response of infilled multistorey steel frames

1996
Paris (France)
De Matteis, G., Landolfo, R., Mazzolani, F. M.   +2 more
openaire   +5 more sources