Shaking table test of self-centering frame structure considering soil-structure interaction
Author:
Affiliation:
1. Tongji University
2. ETH Zurich
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/55/10_v10.OS-44-07/_pdf
Reference10 articles.
1. 1) Chen, Q., N. Hong, T. Zhang, and Z. Zhao. 2022. “Experiment-based performance evaluation framework for isolated structures in underground subway station–soil–aboveground structure interaction system under seismic excitations.” Journal of Building Engineering, 56: 104790. https://doi.org/10.1016/j.jobe.2022.104790.
2. 2) Eatherton, M. R., X. Ma, H. Krawinkler, G. G. Deierlein, and J. F. Hajjar. 2014. “Quasi-Static Cyclic Behavior of Controlled Rocking Steel Frames.” J. Struct. Eng., 140 (11): 04014083. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001005.
3. 3) Gelagoti, F., R. Kourkoulis, I. Anastasopoulos, and G. Gazetas. 2012. “Rocking isolation of low-rise frame structures founded on isolated footings.” Earthquake Engng Struct. Dyn., 41 (7): 1177–1197. https://doi.org/10.1002/eqe.1182.
4. 4) Housner, G. W. 1963. “The Behavior of Inverted Pendulum Structures during Earthquakes.” Bulletin of the Seismological Society of America, 53 (2): 403–417.
5. 5) Lu, X., Y. Cui, J. Liu, and W. Gao. 2015. “Shaking table test and numerical simulation of a 1/2-scale self-centering reinforced concrete frame.” Earthquake Engng Struct. Dyn., 44 (12): 1899–1917. https://doi.org/10.1002/eqe.2560.
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