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新型波纹管-UHPC槽连接预制拼装桥墩抗震性能数值模拟分析
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提出了一种可用于高烈度区的新型波纹管-UHPC槽预制拼装桥墩连接方式,数值模拟分析了新型波纹管-UH-PC槽预制拼装桥墩与现浇桥墩的承载力、失效模式与耗能等抗震性能.结果 表明,新型波纹管-UHPC槽预制拼装桥墩的承载力、延展性等抗震性能与现浇桥墩接近,从而验证了该新型波纹管-UHPC槽连接方式用于高烈度区预制装配桥墩抗震设计的有效性,研究结果对于预制拼装桥墩在高烈度区的应用有参考价值.
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Translated Title
Numerical Simulation Analysis on Seismic Performance of Precast Segmental Bridge Piers Connected by Novel Corrugated Pipe-UHPC Slot
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TU37
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WF:perioarticalszjs202110017
Language
Chinese
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2021,逯艳东
2021,防灾科技学院学报
Source :
市政技术
ISSN: 1009-7767
Year: 2021
Issue: 10
Volume: 39
Page: 58-63,78
Cited Count:
WoS CC Cited Count: 0
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count: -1
Chinese Cited Count:
30 Days PV: 1
Affiliated Colleges:
学院待认领
城市建设学部
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