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2010年07 期
| 標(biāo)題 |
| 反應(yīng)位移法在盾構(gòu)隧道縱向抗震分析中的應(yīng)用(50 卷) |
| 英文標(biāo)題 |
| Application of response-displacement method to longitudinal seismic analysis of shield-driven tunnel |
| 摘要 |
| 盾構(gòu)隧道縱向抗震分析反應(yīng)位移法基于地震剪切波的簡諧波假定，通過在盾構(gòu)隧道軸向和橫向平衡微分方程中施加強制地震變位項，并以等效抗拉壓剛度和等效抗彎剛度模擬盾構(gòu)隧道的接頭效應(yīng)，進而求出盾構(gòu)隧道的最大軸力和最大彎矩。為推動反應(yīng)位移法在盾構(gòu)隧道縱向抗震分析中的應(yīng) |
| 作者 |
| 新聞作者:晏啟祥，劉 記，趙世科， 馬婷婷 |
| 關(guān)鍵字 |
