Lateral Stiffness of Brick Masonry Infilled Plane Frames
By Panagiotis G. Asteris. 2003
350 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Earth-Surface Processes
View Paper: https://www.semanticscholar.org/paper/fc3b49623f7e64f9ec824bffd60757b911cdaf9d
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- Christis Chrysostomou
- G. Al-Chaar
- D. Cotsovos
- A. Mohebkhah
- Liborio Cavaleri
- Fabio Di Trapani
- Panagiotis G. Asteris
- Thong M. Pham
In Civil and Structural Engineering
- Christis Chrysostomou
- G. Al-Chaar
- D. Cotsovos
- A. Mohebkhah
- Liborio Cavaleri
- Fabio Di Trapani
- Hugo Rodrigues
- Humberto Varum
In Earth-Surface Processes
- Christis Chrysostomou
- G. Al-Chaar
- D. Cotsovos
- A. Mohebkhah
- Liborio Cavaleri
- Fabio Di Trapani
- Humberto Varum
- Hugo Rodrigues
Citations in the corpus
- Cyclic response of masonry infilled RC frames: Experimental results and simplified modeling (2014, background): “[28] including a proposal for the stiffening effect of brick masonry infills [29].”
- Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled RC frames (2011, background): “Asteris [2003] proposes stiffness reduction factors for different opening percentages.”
- Simplified Macro-Model for Infill Masonry Panels (2010, background): “For openings exceeding 50% of the panel area, the stiffness reduction factor remains practically constant [Asteris, 2003].”
- Mathematical micromodeling of infilled frames: State of the art (2013, methodology): “To overcome the problem of the ever-changing contact conditions between the brick masonry infill and the surrounding frame, a new finite element technique for the modeling of infilled frames has been recently proposed by Asteris [11,15].”