Book ChapterDOI
An Efficient Element for Analysis of Frames with Shear Walls
Dong-Guen Lee
- pp 825-826
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TLDR
A rectangular plane stress element (W12 element) with 12 degrees of freedom is introduced for the analysis of building frames with shear walls in this article, where the W12 element has four nodes and each node has degree of freedoms for two translation and one rotation.Abstract:
A rectangular plane stress element (W12 element) with 12 degrees of freedom is introduced for the analysis of building frames with shear walls. The W12 element has four nodes and each node has degree of freedoms for two translation and one rotation.read more
Citations
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Journal ArticleDOI
Analysis of shear wall with openings using super elements
Hyun-Su Kim,D.-G. Lee +1 more
TL;DR: In this paper, the analysis method uses super elements developed using the matrix condensation technique to verify the efficiency and accuracy of the proposed method for the analysis of a shear wall structure with openings.
Journal ArticleDOI
Efficient seismic analysis of high-rise building structures with the effects of floor slabs
TL;DR: In this paper, an efficient method is proposed to analyze high-rise box system structures considering the effects of floor slabs, which will reduce computational time and memory in the analysis by using the substructuring technique and matrix condensation.
Journal ArticleDOI
Efficient three-dimensional seismic analysis of a high-rise building structure with shear walls
TL;DR: In this paper, a finite element model is used for the analysis of a high-rise building structure with shear walls regardless of the number, size and location of openings in the wall.
Journal ArticleDOI
Seismic behavior of RC coupled shear walls repaired with CFRP laminates having variable fibers spacing
TL;DR: In this article, the authors considered the seismic analysis of reinforced concrete (RC) coupled shear walls structures strengthened by bonded composite plates having variable fibers spacing and proposed an efficient analysis method that can be used regardless of the sizes and location of the bonded plates.
Journal ArticleDOI
Lateral stiffness and vibration characteristics of composite plated RC shear walls with variable fibres spacing
TL;DR: In this article, a finite element model for static and free vibration analysis of reinforced concrete (RC) shear walls structures strengthened with thin composite plates having variable fibres spacing is presented, which can be used regardless to the sizes and location of the bonded plates.
References
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Journal ArticleDOI
Finite Element for Shear Walls in Multistory Frames
TL;DR: In this paper, the authors present a more appropriate element with a consistent formulation, yielding accurate stresses and strains, and the object of this paper is to present a new element with consistent formulation.