Seismic Response of Adjacent Steel Frames Linked by Friction Dampers
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-56492-5_15
Reference13 articles.
1. Yang, J., Lu, Z., Li, P.: Large-scale shaking table test on tall buildings with viscous dampers considering pile-soil-structure interaction. Engineering Structures 220:110960 (2020). https://doi.org/10.1016/j.engstruct.2020.110960.
2. De Domenico, D., Ricciardi, G., Takewaki, I.: Design strategies of viscous dampers for seismic protection of building structures: a review. Soil Dynamics and Earthquake Engineering 118, 144–165 (2019). https://doi.org/10.1016/j.soildyn.2018.12.024.
3. Bhaskararao, A.V., Jangid, R.S.: Seismic analysis of structures connected with friction dampers. Engineering Structures 28(5), 690–703 (2006). https://doi.org/10.1016/j.engstruct.2005.09.020.
4. Nabid, N., Hajirasouliha, I., Petkovski, M.: Adaptive low computational cost optimisation method for performance-based seismic design of friction dampers. Engineering Structures 198:109549 (2019). https://doi.org/10.1016/j.engstruct.2019.109549.
5. Westermo, B.D.: The dynamics of interstructural connection to prevent pounding. Earthquake Engineering & Structural Dynamics 18(5), 687–699 (1989). https://doi.org/10.1002/eqe.4290180508.
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