###### Abstract
\begin{table}
\begin{tabular}{c c c c c c c} \hline
**Serial** & **Bridge Name** & **Main Span (m)** & **Structure Type** & **Construction Method** & **Nation** & **Year Built** \\ \hline
1 & Almotte Railroad Bridge & 384 & Top-loaded basket arch & Cantilever casting & Spain & 2016 \\
2 & Shiloh Bridge & 335 & Overhead rib & Cantilever casting & China & Under construction \\
3 & Jio Railway Bridge & 324 & Top-loaded basket arch & Cantilever casting & Spain & 2015 \\
4 & Hoover Dam Bridge & 323 & Overhead rib & Cantilever casting & The U.S. & 2010 \\
5 & Xiu Bridge & 288 & Top-up box arch & Cantilever casting & China & Under construction \\
6 & Infante D.Henrique Bridge & 280 & Top-up box arch & Cantilever tests & Portugal & 2002 \\
7 & Bloukrans Bridge & 272 & Top-up box arch & Cantilever casting & South Africa & 1983 \\
8 & Tamina Bridge & 265 & Top-up box arch & Cantilever casting & Switzerland & 2017 \\
9 & Fujikawa Bridge & 265 & Top-up box arch & Cantilever casting & Japan & 2005 \\
10 & Tamaxiang Bridge & 260 & Top-up box arch & Cantilever trusses, etc. & Japan & 2000 \\
11 & Los Tios Bridge & 255 & Top-up box arch & Cantilever trusses & Spain & 2004 \\
12 & Wilde Gera Bridge & 252 & Top-up box arch & Cantilever truss & Germany & 2000 \\
13 & Qingshui River Bridge & 248 & Top-up box arch & Cantilever casting & China & Under construction \\
14 & Svinesh Bridge & 247.3 & Middle bearing box arch & Cantilever casting & Sweden/Norway & 2005 \\
15 & Sibenik Bridge & 246 & Overhead rib & Cantilever casting & Croatia & 1966 \\
16 & Shutao Bridge & 240 & Top-up box arch & Cantilever casting & China & 2019 \\
17 & Bepeppu Mobi Bridge & 235 & Top-up box arch & Cantilever trusses, etc. & Japan & 1989 \\
18 & Jiashi Bridge & 225 & Top-up box arch & Cantilever casting & China & Under construction \\
19 & Kyl Valley Bridge & 223 & Overhead rib & Cantilever casting, etc. & Germany & 1999 \\
20 & Head Island Bridge & 218 & Top-up box arch & Cantilever casting, etc. & Japan & 2003 \\
21 & Křka Bridge & 204 & Top-up box arch & Cantilever casting, crocta & 2005 \\
22 & Usagawa Bridge & 204 & Top-up box arch & Cantilever casting, etc. & Japan & 1982 \\
23 & Maslenica Bridge & 200 & Top-up box arch & Cantilever casting & Croatia & 1997 \\
24 & Ikeda–Its Lake Bridge & 200 & Top-up box arch & Cantilever truss & Japan & 2000 \\
25 & Fish Bridge & 200 & Top-up box arch & Cantilever casting & China & 2015 \\
26 & Ya Shiqing Bridge & 200 & Top-up box arch & Cantilever casting & China & Under construction \\ \hline \end{tabular}
\end{table} 
Table 1: Summary of typical reinforced concrete arch bridges built using the cantilever casting method in the world (\(L_{0}\geq 200\) m). Most of the existing research on stress control of the main arch ring during the construction period is to ensure the safety of the arch ring by optimizing the initial tensioning force of the buckle cable, while the actual construction process of the buckle cable to regulate the stress of the arch ring section has certain limitations, the adjustable range is small, and due to the uncertainty of temporary load and the control accuracy of actual tensioning force on site, the actual stress of the arch ring is different from the theoretically calculated stress. In this paper, to reduce the risk of exceeding the tensile stress limit in the arch section during the construction of cantilever-casting concrete arch bridges, temporary prestressing tendons are introduced into the canti process of arch sections to control the tensile stress in the arch section by drawing on the method of arranging prestressing tendons in the main girders of concrete cable-stayed bridges and girder bridges to resist the tensile stress generated by the loads. A few Chinese scholars have discussed the method of configuring prestressing tendons in the arch ring during the construction of cantilever cast arch bridges, and [PERSON] et al.