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Implementation of a New Macroscopic Shear Wall Element | ||
| Civil Engineering Infrastructures Journal | ||
| دوره 53، شماره 2، اسفند 2020، صفحه 207-226 اصل مقاله (1.12 M) | ||
| نوع مقاله: Research Papers | ||
| شناسه دیجیتال (DOI): 10.22059/ceij.2020.271905.1533 | ||
| نویسندگان | ||
| Mohammad Hossein Abdollah Abyaneh* 1؛ Shahram Vahdani2؛ Mohammad Rahimian3؛ Mohammad Reza Mansoori4 | ||
| 1School of Civil Engineering, University of Tehran, Tehran, Iran | ||
| 2School of Civil Engineering, University College of Engineering, University of Tehran, I.R. Iran. | ||
| 3School of Civil Engineering, Faculty of Engineering, University of Tehran, Tehran, Iran. | ||
| 4Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran. | ||
| چکیده | ||
| A new macroscopic four node reinforced concrete shear wall element is presented. The element is capable of considering the effect of wall opening without any divisions in the element. Accordingly, the opening may be located arbitrary inside the element. Furthermore, three degrees of freedom are suggested here at each node, totally compatible with the surrounding frame elements. The element is considered only for in-plane stiffness of the wall. Therefore, the surrounding frame elements are assumed to be assembled separately which provides a suitable modeling condition. The element consists of vertical springs, horizontal springs and a shear membrane shell. No rigid element is used in the assembly for imposing the bending action; however, the compatibility is achieved using the definition of shape functions. The element is developed and evaluated in linear applications. The results indicate that some major defects of other macroscopic shear wall elements are removed by the proposed element. | ||
| کلیدواژهها | ||
| Finite Element؛ Four-Node Element؛ In-Plane Behavior؛ Macroscopic Model؛ Membrane Shell؛ Shear Wall؛ Vertical and Horizontal Springs | ||
| مراجع | ||
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