[1]卢尧,鞠秀颖,杨明,等.单肢转双肢薄壁高墩桥梁的抗震性能[J].深圳大学学报理工版,2020,37(2):151-158.[doi:10.3724/SP.J.1249.2020.02151]
 LU Yao,JU Xiuying,YANG Ming,et al.Seismic performance of single-limb to double-limb thin-walled high pier bridge[J].Journal of Shenzhen University Science and Engineering,2020,37(2):151-158.[doi:10.3724/SP.J.1249.2020.02151]
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单肢转双肢薄壁高墩桥梁的抗震性能()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第37卷
期数:
2020年第2期
页码:
151-158
栏目:
土木建筑工程
出版日期:
2020-03-16

文章信息/Info

Title:
Seismic performance of single-limb to double-limb thin-walled high pier bridge
文章编号:
202002006
作者:
卢尧1鞠秀颖2杨明1常山1袁鹏飞1田林杰1
1) 东南大学交通学院,江苏南京 210096
2) 中国路桥工程有限责任公司,北京 100011
Author(s):
LU Yao1 JU Xiuying2 YANG Ming1 CHANG Shan1 YUAN Pengfei1 and TIAN Linjie1
1) School of transportation, Southeast University, Nanjing 210096, Jiangsu Province, P.R.China
2) China Road & Bridge Corporation, Beijing 100011, P.R.China
关键词:
桥涵工程大跨径桥梁单肢转双肢桩-土相互作用薄壁高墩地震响应
Keywords:
bridge engineering long-span bridge single-limb to double-limb pile-soil interaction thin-walled high pier seismic responses
分类号:
U442.55
DOI:
10.3724/SP.J.1249.2020.02151
文献标志码:
A
摘要:
为研究不同桩土模型对单肢转双肢薄壁高墩的地震响应差异,以及单肢转双肢薄壁高墩与双肢薄壁高墩地震响应的不同,以一座采用单肢转双肢薄壁高墩的大跨径桥梁为例,采用有限元软件Midas Civil建立三维动力分析模型,分析了直接嵌固、等效嵌固和六弹簧法3种桩土效应对桥墩抗震性能的影响. 结果表明:对单肢转双肢高墩桥梁进行地震响应分析时,忽略桩土效应的计算结果并不总是偏于安全的,采用等效嵌固法模型的计算结果则是偏于安全的. 三向地震作用下,单肢转双肢高墩的墩顶顺桥向极限位移值小于传统的双肢薄壁高墩的墩顶位移.
Abstract:
In order to study the seismic response differences of different pile-soil models to the thin-walled bridge pier of single-limb to double-limb, the dynamic models are established by using the Midas Civil software. The effects on the seismic performance of this type of pier are analyzed by using three different kinds of pile-soil interaction of direct embedded model, equivalent embedded model and six-spring model. The double-limb thin-walled high pier model is also established for comparing the seismic response differences between the thin-walled bridge pier of single-limb to double-limb and the double-limb thin-walled high pier. The results show that when analyzing the seismic response of the thin-walled bridge pier of single-limb to double-limb, the calculated results by neglecting the pile-soil interaction are not always safe, but the results calculated by the equivalent embedded model are always safe. Under the action of three-way earthquake, the maximum displacement of pier top in the thin-wall high pier of single limb to double-limb is significantly less than that in the double-limb thin-walled high pier bridge.

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备注/Memo

备注/Memo:
Received:2019-04-02;Accepted:2019-09-28
Foundation:National Natural Science Foundation of China (51078078)
Corresponding author:Associate professor YANG Ming. E-mail: bartty_ym@sina.com
Citation:LU Yao,JU Xiuying,YANG Ming,et al. Seismic performance of single-limb to double-limb thin-walled high pier bridge[J]. Journal of Shenzhen University Science and Engineering, 2020, 37(2): 151-157.(in Chinese)
基金项目:国家自然科学基金资助项目(51078078)
作者简介:卢尧(1994—),东南大学硕士研究生. 研究方向:桥梁组合结构. E-mail: 1114523008@qq.com
引文:卢尧,鞠秀颖,杨明,等.单肢转双肢薄壁高墩桥梁的抗震性能[J]. 深圳大学学报理工版,2020,37(2):151-157.
更新日期/Last Update: 2020-03-30