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- W2003048804 abstract "In-filled frame structures are commonly used in buildings, even in those located in seismically active regions. Precent codes unfortunately, do not have adequate guidance for treating the modelling, analysis and design of in-filled frame structures. This paper addresses this need and first develops an appropriate technique for modelling the infill-frame interface and then uses it to study the seismic response of in-filled frame structures. Finite element time history analyses under different seismic records have been carried out and the influence of infill strength, openings and soft-storey phe- nomenon are investigated. Results in terms of tip deflection, fundamental period, inter-storey drift ratio and stresses are presented and they will be useful in the seismic design of in-filled frame structures. interface condition, friction coefficient, size of the mesh, relative stiffness of beam to column, relative size of infill wall have significant influence on the response of infilled frame, while the effect of orthotropy of infill material was insignificant. When the mesh density was made finer the stress pattern within the infill also improved, with maximum values of stresses at the compressive corners. The existence of friction coefficient at the interface was reported to in- crease the lateral stiffness of the system. However, friction coefficient is dependent on the quality of material and the workmanship CEB 1996 (6) which is difficult to define ac- curately, hence codes do not provide any guidance." @default.
- W2003048804 created "2016-06-24" @default.
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- W2003048804 date "2009-12-17" @default.
- W2003048804 modified "2023-09-23" @default.
- W2003048804 title "Modelling and Analysis of Infilled Frame Structures Under Seismic Loads" @default.
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- W2003048804 doi "https://doi.org/10.2174/1874836800903020119" @default.
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