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2010年12 期
| 標題 |
| 遼陽新運大橋彈性及彈塑性地震反應分析(50 卷) |
| 英文標題 |
| Elastic and elastic-plastic seismic response analysis of Liaoyang Xinyun bridge |
| 摘要 |
| 遼陽新運大橋主橋為四跨大跨徑連續(xù)箱梁橋，針對該橋，依據(jù)《公路橋梁抗震設計細則》，采用譜分析方法和Pushover分析方法，并考慮支座連接形式和樁土相互作用，對其進行彈性及彈塑性分析，通過分析得出結構在地震作用下的屈服性能以及塑性鉸的屈服狀態(tài)，驗證了結構在E1和E2作 |
| 作者 |
| 新聞作者:張鋒，周丹 |
| 關鍵字 |
