Results 261 to 270 of about 2,057,899 (328)
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International Journal of Architectural Heritage, 2019
Traditional timber frames were often filled with timber or masonry infill walls as enclosure components. In this paper, four Chinese traditional timber frame specimens with different types of masonry infill walls were tested under reverse cyclic loading.
Qifang Xie +4 more
semanticscholar +1 more source
Traditional timber frames were often filled with timber or masonry infill walls as enclosure components. In this paper, four Chinese traditional timber frame specimens with different types of masonry infill walls were tested under reverse cyclic loading.
Qifang Xie +4 more
semanticscholar +1 more source
Seismic Modeling of Infill Walls
2018This chapter analyzes the seismic modeling of infill walls. the first part of the chapter describes the main parameters of the infill walls which influences the displacement capacity of a frame system. the failure mechanism are also discussed considering the presence of the surrounding frame. a large variety of analytical models which take into account
Gian Paolo Cimellaro, Sebastiano Marasco
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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
openaire +2 more sources
Computers & structures, 2019
One of the most commonly used control methods is a tuned mass damper (TMD), which is often employed to mitigate the amplitude of mechanical vibrations. To get a more effective response reduction of the structure, it is essential that the dynamics of the ...
Osman Akyürek +3 more
semanticscholar +1 more source
One of the most commonly used control methods is a tuned mass damper (TMD), which is often employed to mitigate the amplitude of mechanical vibrations. To get a more effective response reduction of the structure, it is essential that the dynamics of the ...
Osman Akyürek +3 more
semanticscholar +1 more source
Measurement, 2019
One of the effective methods to assess local or global behavior of structural system is to perform shake table experiment. The biggest challenge of all experiments, either shake table or others, are missing data during the experiments due to removed ...
O. Onat, Burak Yön
semanticscholar +1 more source
One of the effective methods to assess local or global behavior of structural system is to perform shake table experiment. The biggest challenge of all experiments, either shake table or others, are missing data during the experiments due to removed ...
O. Onat, Burak Yön
semanticscholar +1 more source
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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Out-of-plane structural identification of a masonry infill wall inside beam-column RC frames
Engineering structures, 2018Field observations after seismic events have shown that out-of-plane collapses are one of the predominant modes of infill masonry wall failure leading to life-safety hazards.
A. Angelis, M. Pecce
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, 2020
In this paper a procedure to experimentally estimate the stiffness of masonry internal partitions and infill walls is proposed with the aim of providing a practical tool to reduce uncertainties in the finite element modelling of frame buildings when ...
V. Nicoletti +3 more
semanticscholar +1 more source
In this paper a procedure to experimentally estimate the stiffness of masonry internal partitions and infill walls is proposed with the aim of providing a practical tool to reduce uncertainties in the finite element modelling of frame buildings when ...
V. Nicoletti +3 more
semanticscholar +1 more source
Journal of Earthquake Engineering, 2011
This article presents the results of an experimental campaign on the in-plane behavior of masonry infill walls. Four tests were performed on large-scale specimens to evaluate the infill deformation capacity and damage for different drift levels. A design solution adopting horizontal sliding joints was proposed for reducing the infill-frame interaction,
PRETI, Marco +2 more
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This article presents the results of an experimental campaign on the in-plane behavior of masonry infill walls. Four tests were performed on large-scale specimens to evaluate the infill deformation capacity and damage for different drift levels. A design solution adopting horizontal sliding joints was proposed for reducing the infill-frame interaction,
PRETI, Marco +2 more
openaire +2 more sources
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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