In an existing building, seismic performance evaluation was made using nonlinear analysis and a number of results were obtained by considering the capacity spectrum method and the displacement coefficient method as a performance-based analysis method.
📌 3 Maddede Bu Makale
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Amaç & Hipotez:In recent years, civil engineers have been turning to nonlinear static analysis or thrust analysis, which directly estimates the amount and location of plastic flow in a building, repairing or strengthening of structures built before the situation in Turkey and analysis may be required, durability, stiffness or assumptions regarding ductility may not be reliable.
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Temel Bulgular & Veri:In recent years, civil engineers have been turning to nonlinear static analysis or thrust analysis, which directly estimates the amount and location of plastic flow in a building, repairing or strengthening of structures built before the situation in Turkey and analysis may be required, durability, stiffness or assumptions regarding ductility may not be reliable.
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Sonuç & Katkı:In an existing building, seismic performance evaluation was made using nonlinear analysis and a number of results were obtained by considering the capacity spectrum method and the displacement coefficient method as a performance-based analysis method.
In recent years, civil engineers have been turning to nonlinear static analysis or thrust analysis, which directly estimates the amount and location of plastic flow in a building, repairing or strengthening of structures built before the situation in Turkey and analysis may be required, durability, stiffness or assumptions regarding ductility may not be reliable. In an existing building, seismic performance evaluation was made using nonlinear analysis and a number of results were obtained by considering the capacity spectrum method and the displacement coefficient method as a performance-based analysis method.
Altan, M. F., Demir, U. (2019). Investigation of Performance Analysis of an Existing Building with Nonlinear Method. International Journal of Electronics Mechanical and Mechatronics Engineering, Cilt: 9 Sayı: 4, 1719–1733. https://ajindex.com/articles/974374
Suharwardy M I. (1999). Static Pushover Analysis for Seismic Design. [2] Erkan M. (2005). Performans Bazlı Tasarım İtme Analizi - Temel Kavramlar ve Metot.
Hakim R. A., Alama M. S., Ashour S. A. (2014). Seismic Assessment of RC Building According to ATC 40, FEMA 356 and FEMA 440.
Nahavandi H. (2015). Pushover Analysis of Retrofitted Reinforced Concrete Buildings. [5] FEMA P440A. (2009). Effects of Strength and Stiffness Degradation on Seismic Response.
NEHRP Consultants Joint Venture. (2010). Applicability of Nonlinear Multiple Degree of Freedom Modeling for Design. [7] Korkmaz K. A., Irtem E. (2008). Evaluation of Previous And Current Performance Based Analysis Methods.
Chopra A. K., Goel R. K. (2002). Capacity-Demand-Diagram Methods For Estimating Deformation of Inelastic Systems. [9] Leslie R. (2010). The Pushover Analysis, Explained in Its Simplicity.
Demir A., Başaran H., Bağci M. (2014). A Comparative Assessment of Existing Structure By Performance Based Analyses. [11] Manjula N.K., Nagarajan P., Madhavan Pillai T. M. M. (2013). A Comparison of Basic Pushover Methods.
Prasad B. K. R., Ramaiah A. S. and Singh A. K. (2004). Capacity Spectrum For Structures Asymmetric In Plan. [13] Dey A., Bhattacharjee U., Sagar V., Utkarsh and Saha P. (2015). Pushover Analysis for Multistory Building.
Lin Y. Y., Chang K. C. and Wang Y. L. (2004). Comparison of Displacement Coefficient Method And Capacity Spectrum Method With Experimental Results Of RC Columns. [15] TBDY-2018