Evaluation of the seismic performance of structures equipped with novel multi-level TADAS dampers

Author:

Akbari Hamed ArashORCID,Mortazavi Seyedeh Fatemeh,Saeidzadeh Mahsa

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference37 articles.

1. Abdollahzadeh, G. R., & Bayat, M. (2010). The influences of the different PGAs and heights of structures on steel braced frame systems equipped with ADAS dampers. Babol University of technology.

2. Akbari Hamed, A., & Mofid, M. (2015a). On the experimental and numerical study of braced steel shear panels. The Structural Design of Tall and Special Buildings, 24(14), 853–872.

3. Akbari Hamed, A., & Mofid, M. (2015b). On the plastic analysis of concentrically braced frames with shear panel, obtaining predetermined collapse mechanism. The Structural Design of Tall and Special Buildings, 24(5), 366–395.

4. Akbari Hamed, A., & Mofid, M. (2017). Plastic design of eccentrically braced frames with shear panels. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 170(1), 17–32.

5. Alehashem, S.M.S., Keyhani, A. and Pourmohammad, H., 2008, October. Behavior and performance of structures equipped with ADAS & TADAS dampers (a comparison with conventional structures). In Proceedings of the 14th World Conference on Earthquake Engineering (pp. 12–17).

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