高烈度地震区隧道洞口段刚柔相济抗减震模型试验研究
Shock absorber with rigid-flexible combination model tests for tunnel opening section in high intensity seismic areas
隧道工程 / 高烈度地震区 / 洞口段 / 刚柔相济 / 抗减震 / 模型试验 {{custom_keyword}} /
tunnel engineering / highly seismic area / tunnel portal part / rigid-flexible composite / anti-seismic and damping;model test {{custom_keyword}} /
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