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| 桥梁非线性地震反应分析若干问题研究现状 | |
| 引用本文： | 王东升,冯启民,凌贤长,翟桐.桥梁非线性地震反应分析若干问题研究现状[J].地震工程与工程振动,2002,22(1):61-66. |
| 作者姓名： | 王东升 冯启民 凌贤长 翟桐 |
| 作者单位： | 1. 中国地震局工程力学研究所,黑龙江,哈尔滨,150080 2. 青岛海洋大学,山东,青岛,266071 3. 哈尔滨工业大学,黑龙江,哈尔滨,150090 |
| 基金项目： | 地震科学联合青年基金资助（100015） |
| 摘 要： | 评述了钢筋混凝土桥墩非线性地震反应分析模型与损伤评估、桩－土－桥梁结构动力相互作用试验与理论研究和伸缩缝处的碰撞效应等问题的研究现状，指出了进一步的发展趋势。 |
| 关 键 词： | 钢筋混凝土桥墩 桩－土－结构相互作用 碰撞效应 地震反应分析 桥梁 |
| 文章编号： | 1000-1301(2002)01-0061-06 |
State-of-the-art of nonlinear seismic response analysis of R C bridge |
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| WANG Dong-sheng,FENG Qi-min,LIN Xian-zhang,ZHAI Tong.State-of-the-art of nonlinear seismic response analysis of R C bridge[J].Earthquake Engineering and Engineering Vibration,2002,22(1):61-66. | |
| Authors: | WANG Dong-sheng FENG Qi-min LIN Xian-zhang ZHAI Tong |
| Abstract: | Some subjects on nonlinear seismic response analysis of RC bridge are reviewed, which include analysis model and damage assessment of RC piers, model tests and theoretic researches on pile-soil-structure interaction and pounding effects at expansion joints during earthquake. Recent trends about them are also discussed. |
| Keywords: | RC pier Pile-soil-structure interaction Pounding Seismic response analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |