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Effect of Shear Wall Openings on the Fundamental Period of Shear Wall Structures

<?xml version="1.0" encoding="UTF-8"?> <article key="pdf/10009934" mdate="2019-01-09 00:00:00"> <author>Anas M. Fares and A. Touqan</author> <title>Effect of Shear Wall Openings on the Fundamental Period of Shear Wall Structures</title> <pages>18 - 26</pages> <year>2019</year> <volume>13</volume> <number>1</number> <journal>International Journal of Civil and Architectural Engineering</journal> <ee>https://publications.waset.org/pdf/10009934</ee> <url>https://publications.waset.org/vol/145</url> <publisher>World Academy of Science, Engineering and Technology</publisher> <abstract>A common approach in resisting lateral forces is the use of reinforced concrete shear walls in buildings. These walls represent the main elements to resist the lateral forces due to their large strength and stiffness. However, such walls may contain many openings due to functional requirements, and this may largely affect the overall lateral stiffness of them. It is thus of prime importance to quantify the effect of openings on the dynamic performance of the shear walls. SAP2000 structural analysis program is used as a main source after verifying the results. This study is made by using linear elastic analysis. The results are compared to ASCE716 code empirical equations for estimating the fundamental period of shear wall structures. Finally, statistical regression is used to fit an equation for estimating the increase in the fundamental period of shearwalled regular structures due to windows openings in the walls.</abstract> <index>Open Science Index 145, 2019</index> </article>