Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM 2017
DOI: 10.7712/120117.5698.16958
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Study on the Shear Wall Structure With Combned Form of Replaceable Components

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Cited by 2 publications
(3 citation statements)
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“…According to the design method proposed by the authors (Chen and Lu, 2012, 2015; Lu et al, 2012), a numerical model for the shear wall with combined form of the replaceable coupling beam and the replaceable wall foot was created. As illustrated in Figure 13, the height of the connection beam h b and the span of the replaceable device l b were set to satisfy the principle of equivalent strength and stiffness between the replaceable coupling beam and the conventional coupling beam (Chen and Lu, 2015).…”
Section: Shear Wall With Combined Form Of Replaceable Devicesmentioning
confidence: 99%
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“…According to the design method proposed by the authors (Chen and Lu, 2012, 2015; Lu et al, 2012), a numerical model for the shear wall with combined form of the replaceable coupling beam and the replaceable wall foot was created. As illustrated in Figure 13, the height of the connection beam h b and the span of the replaceable device l b were set to satisfy the principle of equivalent strength and stiffness between the replaceable coupling beam and the conventional coupling beam (Chen and Lu, 2015).…”
Section: Shear Wall With Combined Form Of Replaceable Devicesmentioning
confidence: 99%
“…To further study influences of the four parameters h c , l c , h b , and l b on the shear wall, parameter studies were conducted through the numerical simulation. A base model was chosen as shown in Figure 13, which is modified from the model F2SW by Chen and Lu (2012). The parameter studies were carried out by changing one parameter and keeping the other three unchanged at a time.…”
Section: Shear Wall With Combined Form Of Replaceable Devicesmentioning
confidence: 99%
“…Among the various options currently evaluated, the use of replaceable structural elements (RSE) seems to be the most interesting. The RSE is based on the mechanism that the structure fails in the relative weak location under loading and concentrating the damage into replaceable elements ensures less repair time than the traditional structure [108]. In case of damage, in fact, the RSEs can be easily replaced, and the whole structure can be quickly rehabilitated.…”
Section: Introductionmentioning
confidence: 99%