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1. Hysteretic Behavior Simulation Based On The Pier Failure Mode
2. Pseudo-static Test Of High Pier Model With Self-centering Isolation
3. Experimental Study On Shaking Table Of Self-centering High Pier
4. Development of geotechnical capabilities into OpenSees platform and their applications in soil-foundation-structure interaction analyses
5. Study On The Pseudo-static Test Of Self-centering Pier With Sacrifice Component
6. Seismic Response Analysis Of Single Tower Long-span Cable-stayed Bridge Considering Cable Slack And Bearing Void
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