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<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.v7i2.4752</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>Design Strategies for Leaning-Type Arch Bridges</title><url>https://artdesignp.com/journal/JWA/7/2/10.26689/jwa.v7i2.4752</url><author>ZhangYuwei</author><pub-date pub-type="publication-year"><year>2023</year></pub-date><volume>7</volume><issue>2</issue><history><date date-type="pub"><published-time>2023-04-25</published-time></date></history><abstract>This paper presents a study on the design strategy of leaning-type arch bridges. The main characteristics of leaning-type arch bridges are first introduced; Kunshan Yufeng Bridge is taken as an example to discuss different aspects of a design strategy, which includes self-system optimization, selection of beam length and bridge deck position, and other aspects. This paper can be used as a reference to further improve and develop bridge design.</abstract><keywords/></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>Ai L, Zeng L, 2021, Discussion on Key Structure Design of Bridges with Beam-Arch Composite System. Traffic World (First Ten-day Issue), 2021(11):45–46.</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>Yuan L, 2021, Sensitivity Analysis of Natural Frequency Parameters of Bridges with Girder-arch Composite System. Tianjin Construction Technology, 31(4): 12–15.</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>Liu J, 2021, Research on Thrust Performance of Arch Rib Top of Long-Span Beam-Arch Composite Bridge. Highway, 66(4): 176–181.</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>Li Y, Yang P, Zhou X, et al., 2022, Mechanical Behavior Analysis of Cantilever Construction of Chord-Arch Beam Under Long-Span Beam-Arch Composite Rigid Frame Bridge. Journal of Chongqing Jiaotong University (Natural Science Edition), 41(8): 79–87 + 111.</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>Shangguan B, Hu H, Zhao J, et al., 2022, Key Technologies for Structural System Design of Guangzhou Pearl Bay Bridge. Bridge Construction, 52(4): 1–7.</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>Zheng H, Hao X, Qiao J, et al., 2021, Analysis of Factors Affecting Long-Term Deformation of Long-Span Continuous Beam-Arch Composite Bridges on Ballastless Track. Railway Survey, 47(3): 97–102.</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>Wei P, 2021, Research on Simplified Method of Bridge Structure Analysis Based on Variational Principle, dissertation, Zhejiang University.</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>Li C, Liu Y, 2022, Case Analysis of Beam-Arch Composite System Arch Bridge Inspection Before Reconstruction. Traffic World (Early Journal), 2022(9):103–105 + 129.</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>Han M, Design Analysis of Bridges with Reclining Beam-Arch Composite System. Traffic World, 2022(34): 105–107.</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>Li Y, Sun H, Xiao R, 2021, The Determination and Adjustment of the Tension Force of the Suspender of the Reclining Beam-arch Combination System Bridge. Urban Architecture, 18(13): 183–185.</p><pub-id pub-id-type="doi"/></element-citation></ref></ref-list></back></article>
