<?xml version="1.1" encoding="utf-8"?>
<article xsi:noNamespaceSchemaLocation="http://jats.nlm.nih.gov/publishing/1.1/xsd/JATS-journalpublishing1-mathml3.xsd" dtd-version="1.1" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><front><journal-meta><journal-id journal-id-type="publisher-id">JWA</journal-id><journal-title-group><journal-title>Journal of World Architecture</journal-title></journal-title-group><issn>2208-3480</issn><eissn>2208-3499</eissn><publisher><publisher-name>Bio-Byword Scientific Publishing Pty. Ltd.</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.26689/jwa.v5i6.2807</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>Analysis on Construction Technology of Reinforced Concrete Tied Arch Bridge</title><url>https://artdesignp.com/journal/JWA/5/6/10.26689/jwa.v5i6.2807</url><author>WangZhongyu</author><pub-date pub-type="publication-year"><year>2021</year></pub-date><volume>5</volume><issue>6</issue><history><date date-type="pub"><published-time>2021-11-29</published-time></date></history><abstract>Bridge construction has received a lot of attention as transportation continues to improve. Reinforced concrete linked arch bridges are a common bridge style in today’s bridge construction. This type of bridge not only has a basic and generous shape, but it is also incredibly easy to construct, resulting in significant material and construction cost savings. This article analyzes the construction technology of a reinforced concrete linked arch bridge in order to achieve good construction and application. It is hoped that this analysis can provide a scientific reference for the guarantee of the construction quality and subsequent application effect of this kind of bridge.</abstract><keywords/></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>Zhong S, 2021, Research on Construction Monitoring and Key Technology of Long-span Reinforced Concrete Tie Arch Bridge.Tutor: Feng Z, Chen Y. Lanzhou Jiaotong University.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B2" content-type="article"><label>2</label><element-citation publication-type="journal"><p>Yu L, Yang J, 2020, Research on Construction Technology of Reinforced Concrete Side Arch Rib. Intelligent City, (09): 188-189.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B3" content-type="article"><label>3</label><element-citation publication-type="journal"><p>Jin C, 2020, Research on Construction Technology of Long Span Concrete Filled Steel Tubular Tie Arch Bridge. Engineering and Technological Research, (03): 99-100.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B4" content-type="article"><label>4</label><element-citation publication-type="journal"><p>Che X, 2019, Research on Reasonable Bridge Formation and Cable Force Optimization of Reinforced Concrete Tie Arch Bridge. Tutor: Du B. Guizhou University.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B5" content-type="article"><label>5</label><element-citation publication-type="journal"><p>Yu Y, 2019, Dynamic Characteristics of Steel Box Tie Arch Bridge and Its Stability Analysis during Construction process. Tutor: Sun H, Qu G. Shenyang University of Technology.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B6" content-type="article"><label>6</label><element-citation publication-type="journal"><p>Xing Y, 2019, Research on Key Problems of Design and Construction of Concrete Filled Steel Tube Simply Supported Arch Bridge. Tutor: Zhang C, Wang X. Tsinghua University.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B7" content-type="article"><label>7</label><element-citation publication-type="journal"><p>Chen X, 2019, Analysis of Cable Force and Stability of Concrete-filled Steel Tubular Tie Arch Bridge. Tutor: Ning X. Kunming University of Science and Technology.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B8" content-type="article"><label>8</label><element-citation publication-type="journal"><p>Wu W, 2019, Research on the Application of BIM technology in Design and Construction of Underpass Tie Arch Bridge. Tutor: Cheng Y. Lanzhou Jiaotong University.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B9" content-type="article"><label>9</label><element-citation publication-type="journal"><p>Bian C, 2018, Analysis of the Influence of Transverse Brace Arrangement on Seismic Response and Wind Load of Tie Arch Bridge. Tutor: Zhao Qing. Anhui Jianzhu University.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B10" content-type="article"><label>10</label><element-citation publication-type="journal"><p>Qiao Y, 2018, Study on Construction Control of 64M Simply-supported Pole-arch Bridge of Yinxi Railway. Tutor: Ji W, Cao G. Lanzhou Jiaotong University.</p><pub-id pub-id-type="doi"/></element-citation></ref></ref-list></back></article>
