Modelling the effect of distribution of locations of X-added damping and stiffness steel dampers in reinforced concrete buildings

Author:

Nakrash Mhd. Fadi,Alshukur MalekORCID,Al-Homsi Khaled

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference25 articles.

1. Abdollahzadeh, G. R., & Bayat, M. (2010). The influences of the different pga’s and heights of structures on steel braced frame systems equipped with ADAS DAMPERS. International Journal of Research and Reviews in Applied Sciences, 4(3), 53–59.

2. ACI. (2008). Building code requirements for structural concrete (ACI 318–08) and commentary: An ACI Standard. American Concrete Institute.

3. Aghlara, R., & Tahir, M. M. (2018). A passive metallic damper with replaceable steel bar components for earthquake protection of structures. Engineering structures, 159, 185–197. https://doi.org/10.1016/j.engstruct.2017.12.049

4. Alatrch, M., Sakkour, A., & Nakrash, M. F. (2016). Comparision Between Filled and Hollow X-Shaped Plates in ADAS Metal Dampers in Terms of Damping Ratio, Ductility Ratio & Energy Dissipation Ratio (In Arabic) Tishreen University Journal for Research and Scientific Studies- Engineering Science Series, 37(3): 393–413.

5. Al-Jelawy, H. (2017). Shifted Plastic Hinge Column Connections Using Grouted Sleeves for Accelerated Bridge Construction. University of Central Florida.

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