Analysis of Shear Wall Systems Using Plane Stress Elements
Author:
Funder
University of Tehran
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s40996-019-00314-7.pdf
Reference33 articles.
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2. Ashwell DG, Sabir AB, Roberts TM (1971) Further Studies in application of curved finite elements to circular arches. Int J Mech Sci 13(6):507–517. https://doi.org/10.1016/0020-7403(71)90038-5
3. Atri HR, Shojaee S (2016) Free vibration analysis of thin shell structures using finite element based on isogeometric approach. Iran J Sci Technol Trans Civil Eng 40(2):85–96. https://doi.org/10.1007/s40996-016-0011-6
4. Belounar L, Guenfoud M (2005) A new rectangular finite element based on the strain approach for plate bending. Thin Walled Struct 43:47–63. https://doi.org/10.1016/j.tws.2004.08.003
5. Broujerdian V, Ghamari A, Zolghadr R (2019) Investigating a Combinatorial Lateral Resisting System for Tall Buildings. Iran J Sci Technol Trans Civil Eng. https://doi.org/10.1007/s40996-019-00233-7
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1. Free vibration analysis employing strain gradient notation four-node plane elements and considering the effects of parasitic shear;Acta Scientiarum. Technology;2024-02-16
2. Comparative Study on the Effectiveness Between Shear Wall and Bracing Systems on High-Rise Structures;Lecture Notes in Mechanical Engineering;2022
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