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      مشاهده مورد 
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of civil Engineering and Materials Application
      • Volume 4, Issue 3
      • مشاهده مورد
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of civil Engineering and Materials Application
      • Volume 4, Issue 3
      • مشاهده مورد
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      Effect of Fluid Viscous Damper parameters on the seismic performance

      (ندگان)پدیدآور
      kookalani, SoheilaShen, Dejian
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      نوع مدرک
      Text
      Original Article
      زبان مدرک
      English
      نمایش کامل رکورد
      چکیده
      Energy dissipation devices are widely used to enhance the response of structures subjected to dynamic loads caused by wind and earthquake. Especially, viscous dampers are hydraulic devices widely used in structural engineering that dissipate mechanical energy by producing a damping force against the motion. The dampers can mitigate transversal and longitudinal or vertical displacement. It can be set up in different kinds of structures. This study is aimed at comparing the impact of various Fluid viscous damper parameters on the structures under the earthquake. To this aim, a seven-story steel frame structure retrofitted with fluid viscous dampers was considered for analyzing with a variety of parameters. The results showed that installing longitudinal nonlinear Fluid viscous damper can reduce the seismic response significantly, by selecting affordable damping parameters including stiffness, damping coefficient, and velocity exponent. The optimum damping parameters can be calculated accurately by analyzing structure with different damping parameters of nonlinear Fluid viscous damper. Keywords: Damper parameters, Damping force, Damping coefficient, Velocity exponent, Seismic performance
      کلید واژگان
      Damper parameters
      damping force
      damping coefficient
      Velocity exponent
      Seismic Performance

      شماره نشریه
      3
      تاریخ نشر
      2020-09-01
      1399-06-11
      ناشر
      PenPub
      سازمان پدید آورنده
      College of Civil and Transportation Engineering, Hohai University, Nanjing, China

      شاپا
      2676-232X
      2588-2880
      URI
      https://dx.doi.org/10.22034/jcema.2020.232288.1025
      http://www.jcema.com/article_113718.html
      https://iranjournals.nlai.ir/handle/123456789/46809

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