Effect of Earthquake-Induced Pounding on Adjacent Building Structures with Unequal Number of Stories
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-48715-6_65
Reference5 articles.
1. Anagnostopoulos, S. (2004). Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems. Earthquake Engineering and Structural Dynamics, 33(8), 897–902.
2. Folhento, P., Barros, R., & Braz-César, M. (2020) Mitigation of earthquake-induced structural pounding between adjoining buildings—State-of-the-Art. In J. Gonçalves, M. Braz-César, & J. Coelho (Eds.), CONTROLO 2020. Lecture Notes in Electrical Engineering, Vol. 695. Springer
3. Mahmoud, M., Choong, K., & Jankowski, R. (2019). Seismic pounding between adjacent buildings: Identification of parameters, soil interaction issues and mitigation measures. Soil Dynamics and Earthquake Engineering, 121, 135–150.
4. McKenna, F. (2011). OpenSees: A framework for earthquake engineering simulation. Computing in Science and Engineering, 13(4), 58–66.
5. PEER. (2020). Pacific Earthquake Engineering Research Center (PEER) strong ground motion data base. https://peer.berkeley.edu/peer-strong-ground-motion-databases
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