Abstract
Problem statement: Eccentrically Braced Frames (EBFs) are usually infilled by masonry walls, but in common design, the stiffness and lateral resistance of these walls is ignored. Considering the results of carried out tests and studies, it seems that infilled masonry walls have a significant influence on the stiffness and the strength of EBFs. Since experimental test of total frame with infilled brick wall is a very expensive and time consuming process, proper numerical models which can precisely simulate the behavior of EBFs considering the effects of infilled brick wall are necessary. Approach: In this study, a proper model is made using explicit finite elements method to study the behavior of EBFs with infilled masonry wall. Because of complicated mechanical and geometrical properties of masonry walls and also because of the interaction between steel frame and masonry wall, this model is not easy to obtain. To ensure the ability of the model to precisely simulate the behavior of an EBF with infilled brick wall, initial models were made and the problems were solved comparing the results of experimental test and the results of these initial models. Firstly, material models and some basic principles of explicit finite element algorithm are used and three initial models were made: a model of a brick wall without eccentrically braced steel frame, a model of an EBF without infilled brick wall and finally a model of an EBF with infilled brick wall. Results: Using these three initial models, constitutive model for masonry and steel material and also the proper elements for modeling the behavior of mortar is obtained. Studies showed that good prediction of the behavior of a system consisting of EBF and masonry wall is possible, by minimizing the kinematical energy and using a special time scaling of explicit finite element model. Conclusion: After verifying the finite element models, the influence of masonry infilled wall on the behavior of eccentrically braced frames is studied. This investigation showed that in general, the presence of masonry wall increases the yield strength and the elastic range in the force-displacement curves. But the plastic behavior of the frame is deteriorated and due to fragile behavior of masonry materials, the total system of steel frame and masonry wall has a significant strength fall when the elastic range is passed.
Highlights
Seismic design of structures must satisfy two basic criteria
In an eccentrically braced frame, axial forces induced in the braces are transferred either to a column or another brace through shear and bending in a segment of the beam called link beam
These infilled walls may have a significant influence on the stiffness and the strength of eccentrically braced frames
Summary
Seismic design of structures must satisfy two basic criteria. A structure must have sufficient stiffness to keep deflections below the limit of non-structural damage during minor seismic events and possess sufficient ductility to prevent collapse in the event of a rare overload which might occur during a major earthquake. In an eccentrically braced frame, axial forces induced in the braces are transferred either to a column or another brace through shear and bending in a segment of the beam called link beam. These link beams act to dissipate the large amount of input energy of a severe seismic event via material yielding. These frames are usually infilled by masonry walls but in common design, the influence of these walls on the behavior of total frame is ignored. There are several studies about eccentrically braced frames and masonry walls, study about the eccentrically braced frame with infilled wall is rare
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