Analytical modelling of infilled frame structures
By F. Crisafulli, A. Carr, R. Park. 2000
154 citations recorded by the source corpus.
The analytical modelling of infilled frames is a complex issue because these structures exhibit a highly non- linear inelastic behaviour resulting from the interaction of the masonry infill panel and the surrounding frame. This paper presents a general review of the different procedures used for the analysis of infilled frames, which can be grouped in local or micro-models and simplified or macro-models, depending on the degree of refinement used to represent the structure. The finite element formulation and the equivalent truss mechanism are the typical examples of each group. The advantages and disadvantages of each procedure are pointed out, and practical recommendations for the implementation of the different models are indicated.
Subfields: Civil and Structural Engineering, Mechanical Engineering
View Paper: https://www.semanticscholar.org/paper/6f47202cf488a2c3579c02a7b85b4633174006c6
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Christis Chrysostomou
- G. Al-Chaar
- D. Cotsovos
- A. Mohebkhah
- Panagiotis G. Asteris
- E. Smyrou
- Thong M. Pham
In Mechanical Engineering
Citations in the corpus
- Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled RC frames (2011, methodology): “Indicatively, the work of Crisafulli et al. (2000) is mentioned, where a detailed review of several tens of publications on this subject is described.”
- Mathematical micromodeling of infilled frames: State of the art (2013, background): “A comprehensive review of the relevant literature published between 1987 and 1997 is presented by Madan et al. (1997) and an extensive and in-depth state-of-the-art report can be found in Crisafulli et al. (2000).”