<?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.v8i5.8748</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>Seismic Performance of Prefabricated Continuous Girder Bridge</title><url>https://artdesignp.com/journal/JWA/8/5/10.26689/jwa.v8i5.8748</url><author>XiongHongyuan</author><pub-date pub-type="publication-year"><year>2024</year></pub-date><volume>8</volume><issue>5</issue><history><date date-type="pub"><published-time>2024-11-01</published-time></date></history><abstract>Bearings are the weak link in the seismic design of bridges. Using a continuous girder bridge as an example, it is demonstrated that bearing damage should be considered under large earthquake conditions. The bearing, acting as a fuse-type unit, can be designed to be preferentially damaged to effectively control the displacement of the beam and the response at the base of the pier during an earthquake.</abstract><keywords/></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>Madhu S, Balasubramanian M, 2018, Effect of Swirling Abrasives Induced by a Novel Threaded Nozzle in Machining of CFRP Composites. The International Journal of Advanced Manufacturing Technology, 95(9): 4175–4189.</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>Sanclemente JA, Hess DP, 2005, Parametric Study of Threaded Fastener Loosening Due to Cyclic Transverse Loads. Engineering Failure Analysis, 14(1): 239–249.</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>Macdonald KA, Deans WF, 1995, Stress Analysis of Drillstring Threaded Connections using the Finite Element Method. Engineering Failure Analysis, 2(1): 1–30.</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>Saleh MA, Einea A, Tadros MK, 1995, Creating Continuity in Precast Girder Bridges. Concrete International, 17(8): 27–32.</p><pub-id pub-id-type="doi"/></element-citation></ref></ref-list></back></article>
