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2010年12 期
| 标题 |
| 辽阳新运大桥弹性及弹塑性地震反应分析(50 卷) |
| 英文标题 |
| Elastic and elastic-plastic seismic response analysis of Liaoyang Xinyun bridge |
| 摘要 |
| 辽阳新运大桥主桥为四跨大跨径连续箱梁桥，针对该桥，依据《公路桥梁抗震设计细则》，采用谱分析方法和Pushover分析方法，并考虑支座连接形式和桩土相互作用，对其进行弹性及弹塑性分析，通过分析得出结构在地震作用下的屈服性能以及塑性铰的屈服状态，验证了结构在E1和E2作 |
| 作者 |
| 新闻作者:张锋，周丹 |
| 关键字 |
