Genealogy of Development and Codification of Yugoslavian Earthquake Resistant Design

Genealogy of Development and Codification of Yugoslavian Earthquake Resistant Design | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Research Article Genealogy of Development and Codification of Yugoslavian Earthquake Resistant Design Zoran Milutinovic, Radmila Salic Makreska, Daniel Tomic, Jovan Trajcevski This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-1290607/v1 This work is licensed under a CC BY 4.0 License Status: Under Review Version 1 posted 5 You are reading this latest preprint version Abstract This contribution aims to clarify for exposure modellers and vulnerability and seismic risk assessors the basis on which seismic lateral loads have been established in all Yugoslavian seismic design codes since 1948. The particular focus is on JUS39/64 and JUS31/81 seismic design codes since they controlled the seismic safety of Macedonian (and Yugoslavian) exposure for 16 and 41 years, respectively. The analyses and discussions are centred on lateral force coefficients as a primary factor for representing the features of each design level. Presented is in all detail the developed K-Quotient method that efficiently compares inter-code lateral force levels. The method provides the closed solution for simplified lateral load calculation applicable to “stiff” buildings (T≤0.5s). The presented results are indicative of flexible buildings requiring further research on the subject. Seismic design evolution Lateral force levels K-Quotient method Yugoslavia Seismic design codes JUS standards Full Text Cite Share Download PDF Status: Under Review Version 1 posted Editorial decision: Minor revisions needed 26 Mar, 2022 Reviews received at journal 28 Jan, 2022 Reviewers invited by journal 26 Jan, 2022 Editor assigned by journal 25 Jan, 2022 First submitted to journal 23 Jan, 2022 You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. Also discoverable on Platform About Our Team In Review Editorial Policies Advisory Board Help Center Resources Author Services Accessibility API Access RSS feed Manage Cookie Preferences © Research Square 2026 | ISSN 2693-5015 (online) Privacy Policy Terms of Service Do Not Sell My Personal Information {"props":{"pageProps":{"initialData":{"identity":"rs-1290607","acceptedTermsAndConditions":true,"allowDirectSubmit":false,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":79478938,"identity":"f3c7a983-1650-4584-a610-3b2933b29f71","order_by":0,"name":"Zoran Milutinovic","email":"","orcid":"","institution":"Ss. Cyril and Methodius University in Skopje, Institute of Earthquake Engineering and Engineering Seismology (IZIIS)","correspondingAuthor":false,"submittingAuthor":false,"prefix":"","firstName":"Zoran","middleName":"","lastName":"Milutinovic","suffix":""},{"id":79478939,"identity":"a75b2129-790d-4ba3-a57c-1b46c5d9f905","order_by":1,"name":"Radmila Salic Makreska","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAABAklEQVRIiWNgGAWjYLCCBwYMcmwMjA0HgGwDNpAIDxBL4NOSYMBgTKoWBobEBijbgIGQFvMG9ocfEgrs0vv4Dzce/MFw2JhP7ADjg7dtDNGSDdi1yBzgMZZIMEjObWM42HCYh+GwGZt0ArPh3DaG3Nk4bJEAugGo5UBuG2Njw2EGhsM2QC1s0rxALfNwamF//AOoJZ2NmbEB5DCQFvbf+LUwmIFsSWBjA4YY1GFszLz4HWZmAfSLYRsPI9AvBunGbNKJzZJzzknkzsThfZDDbnz4Yycv33/88ccfFdaG82cnH/zwpswmd8YBHNbIP0DmgWOFsYGBQESOglEwCkbBKCAAAOTOTviSSLs7AAAAAElFTkSuQmCC","orcid":"https://orcid.org/0000-0003-3571-1139","institution":"Ss. 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