Your Location:
Home >
Browse articles >
Study on Curve Fitting Method for Creep Coefficient of Prestressed Concrete Bridges
Study on Curve Fitting Method for Creep Coefficient of Prestressed Concrete Bridges
- Railway Standard Design Vol. 68, Issue 10, Pages: 105-111(2024)
DOI: 10.13238/j.issn.1004-2954.202302250002
Revised:2023-04-10
Scan QR Code
Full Text(HTML)
Figs( 6 ) Tabs( 7 )
References
Publication Info
Metrics
34
Views
28
Downloads
0
CSCD
Alert me when the article has been cited
Submit
Tools
- BibTeXDownload
- EndnoteDownload
- RefMan Download
- NoteExpressDownload
- NoteFirstDownload
Related Articles
Monitoring and Analysis of the Construction Process of Prefabricated Assembly Pier of High-Speed Railway
Study on the Power Spectrum of Irregularities in Medium and Low Speed Maglev Tracks
Study on Crack Resistance of New UHPC-NC Composite Bridge Deck in Negative Moment Region of a Continuous Bridge Converting from Simple-support Bridge with Small Box-Girder Section
Study on Cable Beam Anchorage Structure Selection and Mechanical Properties of Railway Prestressed Concrete Low Tower Cable-Stayed Bridge
Research on Influence of Shrinkage and Creep on Long-span Railway Prestressed Concrete Cable-stayed Bridge and Control Measures
Related Author
CUI Wenkai
FAN Jiajun
FENG Hu
ZHANG Chongbin
LUO Shihui
MA Weihua
ZHANG Min
LI Mengxue
Related Institution
China Railway Shanghai Engineering Bureau Group No.7 Engineering Co., Ltd.
School of Civil Engineering, Zhengzhou University
China Railway Engineering Design and Consulting Group Co., Ltd.
State Key Laboratory of Traction Power, Southwest Jiaotong University
China Railway Siyuan Survey and Design Group Co., Ltd.
