收藏切换
Longitudinal seismic performance of long-span continuous rigid frame bridge using endurance time analysis
收藏切换
PDF
Jia-dong HUANG1, 3, Ping Tan1, 2, Yun ZHANG4, Fu-lin ZHOU1, 2
Journal of Vibration Engineering | 2024, 37(2) : 306 - 317
Less
收藏切换
Journal of Vibration Engineering | 2024, 37(2): 306-317
Longitudinal seismic performance of long-span continuous rigid frame bridge using endurance time analysis
Full
Jia-dong HUANG1, 3, Ping Tan1, 2, Yun ZHANG4, Fu-lin ZHOU1, 2
Affiliations
  • 1School of Civil Engineering,Guangzhou University,Guangzhou 510006,China
  • 2Key Laboratory of Earthquake Resistance Earthquake Mitigation and Structural Safety Ministry of Education, Guangzhou University,Guangzhou 510006,China
  • 3Guangzhou Municipal Engineering Group Co.,Ltd.,Guangzhou 510060,China
  • 4Guangxi Beitou Highway Construction and Investment Group Co.,Ltd.,Nanning 530029,China
Published: 2024-02-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.02.013
Outline
收藏切换

An efficient and accurate evaluation of the seismic performance of long-span continuous rigid frame bridges using a simplified method is essential in the design and strengthening of such bridges. As a simplified method to evaluate the seismic performance of bridges,the endurance time method can be used to simulate the whole process of bridge from intact to collapse with nonlinear time history analysis only once. In order to study the applicability and accuracy of the endurance time method in evaluating the longitudinal seismic performance of continuous rigid frame,this paper investigated a long-span continuous rigid frame bridge with corrugated steel webs. Three acceleration time-history curves were generated based on the design response spectrum of China highway bridge seismic code. In addition,16 natural ground motions were selected for incremental dynamic analysis. The seismic response characteristics of continuous rigid frame with corrugated steel webs were compared and studied. The seismic response characteristics of continuous rigid frame with corrugated steel webs were comparatively studied by endurance time analysis method and incremental dynamic analysis. Research results demonstrate that the endurance time analysis method results are within the envelope of the incremental dynamic analysis results. The time-history analysis results are within the envelope of the incremental dynamic analysis results. The median value of the endurance time analysis method has an allowable error with the mean curve of incremental dynamic analysis. Therefore,Endurance time analysis method can be used to evaluate seismic performance of the long-span continuous rigid frame bridge.

continuous rigid frame bridge  /  seismic performance  /  endurance time method  /  incremental dynamic analysis
Jia-dong HUANG, Ping Tan, Yun ZHANG, Fu-lin ZHOU. Longitudinal seismic performance of long-span continuous rigid frame bridge using endurance time analysis[J]. Journal of Vibration Engineering, 2024 , 37 (2) : 306 -317 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.02.013
Year 2024 volume 37 Issue 2
PDF
57
25
Cite this Article
BibTeX
Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.02.013
  • Receive Date:2022-01-14
  • Online Date:2026-02-10
  • Published:2024-02-28
Article Data
Affiliations
History
  • Received:2022-01-14
  • Revised:2022-08-07
Funding
Affiliations
    1School of Civil Engineering,Guangzhou University,Guangzhou 510006,China
    2Key Laboratory of Earthquake Resistance Earthquake Mitigation and Structural Safety Ministry of Education, Guangzhou University,Guangzhou 510006,China
    3Guangzhou Municipal Engineering Group Co.,Ltd.,Guangzhou 510060,China
    4Guangxi Beitou Highway Construction and Investment Group Co.,Ltd.,Nanning 530029,China
References
Share
https://castjournals.cast.org.cn/joweb/zdgcxb/EN/10.16385/j.cnki.issn.1004-4523.2024.02.013
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT