Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area

Pang Lin; Zeng Yongping; Dong Jun

doi:doi:10.11648/j.sd.20180606.30

| Peer-Reviewed

Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area

Pang Lin, Zeng Yongping, Dong Jun

Published in Science Discovery (Volume 6, Issue 6)

Received: 10 December 2018 Accepted: Published: 12 December 2018

Views: Downloads:

Download PDF

Share This Article

Twitter
Linked In
Facebook

Abstract

The railway bridge damping tenon device can not only provide lateral, longitudinal and vertical stiffness, which means that the displacement of main beam will be effectively limited under earthquakes. The energy dissipation system formed by shock-absorbing bearing-damping tenon also has significant energy consumption performance, which can meet the seismic demand of the bridge in the high seismic intensity zone of the southwest mountainous area. However, the gap and yield force of the damping tenon and the design parameters of shock-absorbing bearing have a significant impact on the seismic isolation effect and on the limitation of the main beam displacement. Therefore, this paper takes the typical high-speed railway bridge in the southwest mountainous near-fault zones as research object, and a refined finite element analysis model of the bridge system considering the nonlinear dynamic coupling effects such as geometry, material and contact is established to study the most suitable design parameters of damping tenon. In general, the shock absorption rate of the pier bottom bending moment increases with the increases of the tenon’s gap and decreases with the increase of the tenon’s yield force. However, the determination of the damping tenon’s design parameters requires a comprehensive consideration of displacement limitation of the main beam. The research results can provide a basis for the optimization design of railway bridge damping tenon device in the future.

Published in	Science Discovery (Volume 6, Issue 6)
DOI	10.11648/j.sd.20180606.30
Page(s)	500-505
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Railway Bridge, Damping Tenon, Seismic Isolation Device, Optimization Design

References

[1]	杨鸿波. 红水河大桥主桥结构抗震性能优化研究[J]. 中外公路. 2015(05): 205-209.
[2]	彭天波，李建中，范立础. 双曲面球型减隔震支座的开发及应用[J]. 同济大学学报(自然科学版). 2007(02): 176-180.
[3]	石岩，王东升，韩建平，等. 桥梁减隔震技术的应用现状与发展趋势[J]. 地震工程与工程振动. 2017(05): 118-128.
[4]	胡连军，杨吉忠. 高墩铁路桥梁减震技术进展研究[J]. 铁道工程学报. 2016(06): 72-76.
[5]	夏修身，赵会东，欧阳辉来. 高速铁路桥梁基于摩擦摆支座的减隔震研究[J]. 工程抗震与加固改造. 2014(03): 21-26.
[6]	李程，张念来. 铁路钢桁拱桥减隔震支座设计参数的优化研究[J]. 公路工程. 2009(03): 89-93.
[7]	杨风利，钟铁毅，夏禾. 铁路简支梁桥减隔震支座设计参数的优化研究[J]. 铁道学报. 2006(03): 128-132.
[8]	王凯. 连续梁桥减隔震支座参数设计与优化[D]. 西南交通大学, 2014.
[9]	陈列，艾忠良，钟洪军，等. 一种铁路桥梁球铰式竖向限位器的研究与应用[J]. 铁道建筑. 2016(10):25-28.
[10]	郑晓龙，曾永平，游励晖，等. 铁路桥梁减震卡榫的设计与应用性能研究[J]. 高速铁路技术. 2016(06): 30-33.
[11]	杨标, 熊劲松, 刘海亮. 减震卡榫结构设计及弹性分析研究[J]. 西南公路, 2011(4):47-51+55.
[12]	赵一．摩擦耗能减震结构分析设计的非线性静力方法[D]. 重庆: 重庆大学，2004．

Cite This Article

Plain Text BibTeX RIS

APA Style

Pang Lin, Zeng Yongping, Dong Jun. (2018). Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area. Science Discovery, 6(6), 500-505. https://doi.org/10.11648/j.sd.20180606.30

Copy | Download

ACS Style

Pang Lin; Zeng Yongping; Dong Jun. Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area. Sci. Discov. 2018, 6(6), 500-505. doi: 10.11648/j.sd.20180606.30

Copy | Download

AMA Style

Pang Lin, Zeng Yongping, Dong Jun. Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area. Sci Discov. 2018;6(6):500-505. doi: 10.11648/j.sd.20180606.30

Copy | Download

@article{10.11648/j.sd.20180606.30,
  author = {Pang Lin and Zeng Yongping and Dong Jun},
  title = {Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area},
  journal = {Science Discovery},
  volume = {6},
  number = {6},
  pages = {500-505},
  doi = {10.11648/j.sd.20180606.30},
  url = {https://doi.org/10.11648/j.sd.20180606.30},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20180606.30},
  abstract = {The railway bridge damping tenon device can not only provide lateral, longitudinal and vertical stiffness, which means that the displacement of main beam will be effectively limited under earthquakes. The energy dissipation system formed by shock-absorbing bearing-damping tenon also has significant energy consumption performance, which can meet the seismic demand of the bridge in the high seismic intensity zone of the southwest mountainous area. However, the gap and yield force of the damping tenon and the design parameters of shock-absorbing bearing have a significant impact on the seismic isolation effect and on the limitation of the main beam displacement. Therefore, this paper takes the typical high-speed railway bridge in the southwest mountainous near-fault zones as research object, and a refined finite element analysis model of the bridge system considering the nonlinear dynamic coupling effects such as geometry, material and contact is established to study the most suitable design parameters of damping tenon. In general, the shock absorption rate of the pier bottom bending moment increases with the increases of the tenon’s gap and decreases with the increase of the tenon’s yield force. However, the determination of the damping tenon’s design parameters requires a comprehensive consideration of displacement limitation of the main beam. The research results can provide a basis for the optimization design of railway bridge damping tenon device in the future.},
 year = {2018}
}

Copy | Download

TY  - JOUR
T1  - Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area
AU  - Pang Lin
AU  - Zeng Yongping
AU  - Dong Jun
Y1  - 2018/12/12
PY  - 2018
N1  - https://doi.org/10.11648/j.sd.20180606.30
DO  - 10.11648/j.sd.20180606.30
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 500
EP  - 505
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20180606.30
AB  - The railway bridge damping tenon device can not only provide lateral, longitudinal and vertical stiffness, which means that the displacement of main beam will be effectively limited under earthquakes. The energy dissipation system formed by shock-absorbing bearing-damping tenon also has significant energy consumption performance, which can meet the seismic demand of the bridge in the high seismic intensity zone of the southwest mountainous area. However, the gap and yield force of the damping tenon and the design parameters of shock-absorbing bearing have a significant impact on the seismic isolation effect and on the limitation of the main beam displacement. Therefore, this paper takes the typical high-speed railway bridge in the southwest mountainous near-fault zones as research object, and a refined finite element analysis model of the bridge system considering the nonlinear dynamic coupling effects such as geometry, material and contact is established to study the most suitable design parameters of damping tenon. In general, the shock absorption rate of the pier bottom bending moment increases with the increases of the tenon’s gap and decreases with the increase of the tenon’s yield force. However, the determination of the damping tenon’s design parameters requires a comprehensive consideration of displacement limitation of the main beam. The research results can provide a basis for the optimization design of railway bridge damping tenon device in the future.
VL  - 6
IS  - 6
ER  -

Copy | Download

Author Information

Pang Lin

China Railway Eryuan Engineering Group Co, Ltd, Chengdu, China
Zeng Yongping

China Railway Eryuan Engineering Group Co, Ltd, Chengdu, China
Dong Jun

China Railway Eryuan Engineering Group Co, Ltd, Chengdu, China

Download PDF

Sections

Plain Text BibTeX RIS

APA Style

Pang Lin, Zeng Yongping, Dong Jun. (2018). Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area. Science Discovery, 6(6), 500-505. https://doi.org/10.11648/j.sd.20180606.30

Copy | Download

ACS Style

Pang Lin; Zeng Yongping; Dong Jun. Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area. Sci. Discov. 2018, 6(6), 500-505. doi: 10.11648/j.sd.20180606.30

Copy | Download

AMA Style

Pang Lin, Zeng Yongping, Dong Jun. Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area. Sci Discov. 2018;6(6):500-505. doi: 10.11648/j.sd.20180606.30

Copy | Download

@article{10.11648/j.sd.20180606.30,
  author = {Pang Lin and Zeng Yongping and Dong Jun},
  title = {Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area},
  journal = {Science Discovery},
  volume = {6},
  number = {6},
  pages = {500-505},
  doi = {10.11648/j.sd.20180606.30},
  url = {https://doi.org/10.11648/j.sd.20180606.30},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20180606.30},
  abstract = {The railway bridge damping tenon device can not only provide lateral, longitudinal and vertical stiffness, which means that the displacement of main beam will be effectively limited under earthquakes. The energy dissipation system formed by shock-absorbing bearing-damping tenon also has significant energy consumption performance, which can meet the seismic demand of the bridge in the high seismic intensity zone of the southwest mountainous area. However, the gap and yield force of the damping tenon and the design parameters of shock-absorbing bearing have a significant impact on the seismic isolation effect and on the limitation of the main beam displacement. Therefore, this paper takes the typical high-speed railway bridge in the southwest mountainous near-fault zones as research object, and a refined finite element analysis model of the bridge system considering the nonlinear dynamic coupling effects such as geometry, material and contact is established to study the most suitable design parameters of damping tenon. In general, the shock absorption rate of the pier bottom bending moment increases with the increases of the tenon’s gap and decreases with the increase of the tenon’s yield force. However, the determination of the damping tenon’s design parameters requires a comprehensive consideration of displacement limitation of the main beam. The research results can provide a basis for the optimization design of railway bridge damping tenon device in the future.},
 year = {2018}
}

Copy | Download

TY  - JOUR
T1  - Research on Optimization Design of Railway Bridge Damping Tenon in High-intensity Seismic Area
AU  - Pang Lin
AU  - Zeng Yongping
AU  - Dong Jun
Y1  - 2018/12/12
PY  - 2018
N1  - https://doi.org/10.11648/j.sd.20180606.30
DO  - 10.11648/j.sd.20180606.30
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 500
EP  - 505
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20180606.30
AB  - The railway bridge damping tenon device can not only provide lateral, longitudinal and vertical stiffness, which means that the displacement of main beam will be effectively limited under earthquakes. The energy dissipation system formed by shock-absorbing bearing-damping tenon also has significant energy consumption performance, which can meet the seismic demand of the bridge in the high seismic intensity zone of the southwest mountainous area. However, the gap and yield force of the damping tenon and the design parameters of shock-absorbing bearing have a significant impact on the seismic isolation effect and on the limitation of the main beam displacement. Therefore, this paper takes the typical high-speed railway bridge in the southwest mountainous near-fault zones as research object, and a refined finite element analysis model of the bridge system considering the nonlinear dynamic coupling effects such as geometry, material and contact is established to study the most suitable design parameters of damping tenon. In general, the shock absorption rate of the pier bottom bending moment increases with the increases of the tenon’s gap and decreases with the increase of the tenon’s yield force. However, the determination of the damping tenon’s design parameters requires a comprehensive consideration of displacement limitation of the main beam. The research results can provide a basis for the optimization design of railway bridge damping tenon device in the future.
VL  - 6
IS  - 6
ER  -

Copy | Download