Seismic performance assessment of base-isolated tall pier bridges using friction pendulum bearings achieving resilient design
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Seismic performance assessment of base-isolated tall pier bridges using friction pendulum bearings achieving resilient design is a scholarly article[1].
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Seismic performance assessment of base-isolated tall pier bridges using friction pendulum bearings achieving resilient design's instance of is recorded as scholarly article[2].
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APA4ort.xyz Knowledge Graph. (2026). Seismic performance assessment of base-isolated tall pier bridges using friction pendulum bearings achieving resilient design. Retrieved May 24, 2026, from https://4ort.xyz/entity/seismic-performance-assessment-of-base-isolated-tall-pier-bridges-using-friction-pendulum-bearings-achieving-resilient-d
