| 大跨度上承式钢管砼拱桥的地震响应分析 |
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| 引用本文： | 赵灿晖,周志祥.大跨度上承式钢管砼拱桥的地震响应分析[J].重庆交通大学学报(自然科学版),2007,26(5):1-4. |
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| 作者姓名： | 赵灿晖 周志祥 |
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| 摘 要： | 研究大跨度上承式钢管砼拱桥在地震激励作用下的响应特性.对比了中、上承式钢管砼拱桥的自振特性,采用时程分析法分析了纵向、竖向、横向激励作用下,上承式钢桁拱桥的响应特性,讨论了多点激励对上承式钢管砼拱桥地震响应的影响,并与中承式钢管砼拱桥的地震响应特性进行了对比分析.
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| 关 键 词： | 拱桥 钢管砼拱桥 地震响应 多维激励 多点激励 |
Seismic Response Analysis of Long-Span CFST Deck-Type Arch Bridge |
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| ZHAO Can-hui,ZHOU Zhi-xiang.Seismic Response Analysis of Long-Span CFST Deck-Type Arch Bridge[J].Journal of Chongqing Jiaotong University,2007,26(5):1-4. |
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| Authors: | ZHAO Can-hui ZHOU Zhi-xiang |
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| Abstract: | Seismic response behaviors of long-span concrete filled in steel tube(CFST)deck-type arch bridge were investigated.The free vibration specialty between half-through CFST arch bridge and CFST deck-type arch bridge was contrasted.The seismic response behaviors of CFST deck-type arch bridge subjected to longitudinal excitation,vertical excitation and lateral excitation were analyzed by timehistory analysis method.The effect of multi-support excitation was also discussed,and the seismic response specialty was contrasted between CFST deck-type arch bridge and CFST half-through arch bridge. |
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| Keywords: | arch bridge CFST arch bridge seismic response multi-dimension excitation multi-support excitation |
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