Staff Members - Benha University
Behavior of Infilled Reinforced Concrete Frames under Cyclic Loading
Ain Shams Journal of Civil Engineering(ASJCE) • 2010
Publication Information
Authors
• Y. M. Hashem, A. A. Mahmoud, M. Adam, and A.S. Shanour
Keywords
Masonry Infill Panels; Reinforced Concrete; Infilled Frames; Material Nonlinearity; Interface
Element; Finite Element; Cyclic Loading.
Journal
Ain Shams Journal of Civil Engineering(ASJCE)
Publisher
Not Available
Volume
Vol. 2.
Issue
September, 2010,
Pages
pp. 169-182
publication.type
Local
Paper Link
Not Available
Supplementary Materials
Not Available
Abstract
A numerical model for the nonlinear analysis of infilled RC frames based on the finite element method is presented. The infill panel material nonlinearities due to cracking and crushing are considered using ANSYS® Program. An extensive survey of published work on general concepts of infilled frames under cyclic loading is presented. Numerical parametric studies have been conducted to investigate different factors affecting the behavior of reinforced concrete infilled frames under cyclic loading.
A rational approach for equivalent diagonal strut is developed which can help in the design of reinforced concrete infilled frames.
A rational approach for equivalent diagonal strut is developed which can help in the design of reinforced concrete infilled frames.