{"id":1805,"date":"2026-08-03T21:34:22","date_gmt":"2026-08-03T21:34:22","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/sonlu-elemanlar-radye-temel-analizi-ps2022\/"},"modified":"2026-08-03T21:34:22","modified_gmt":"2026-08-03T21:34:22","slug":"sonlu-elemanlar-radye-temel-analizi-ps2022","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/sonlu-elemanlar-radye-temel-analizi-ps2022\/","title":{"rendered":"Sonlu Elemanlar Radye Temel Analizi Ps2022"},"content":{"rendered":"
Sonlu Elemanlar Radye Temel Analizi yaln\u0131zca temel kat\u0131nda (ST-00) kullan\u0131labilir. \u201c <\/span><\/span>Sonlu Elemanlar Radye Temel Analizi<\/span><\/span><\/i><\/b>\u201d se\u00e7ene\u011fine \u201c <\/span><\/span>Analiz<\/span><\/span><\/i><\/b>\u201d sekmesinden t\u0131klanarak eri\u015filebilir. <\/span>
<\/span><\/span><\/span><\/div>\n
<\/span><\/span><\/div>\n
Sonlu Elemanlar Radye Temel Analizinden \u00f6nce, radye temel analizinde kullan\u0131lacak y\u00fcklerin belirlenmesi i\u00e7in Bina Analizinin tamamlanm\u0131\u015f olmas\u0131 gerekir.<\/span><\/div>\n

Sonlu Elemanlar Radye Temel Analizi Formu<\/span><\/h1>\n
<\/div>\n
    \n
  1. Zemin Yatak Katsay\u0131s\u0131<\/span><\/span><\/b>: Bu katsay\u0131, zemin davran\u0131\u015f\u0131n\u0131n modellenmesinde kullan\u0131lan yaylar\u0131n rijitli\u011finin belirlenmesinde kullan\u0131l\u0131r. Temel olarak, zeminin her m\u00b2’si i\u00e7in bir yay rijitli\u011fidir (kN\/m); bu nedenle birimi kN\/m\u00b3’t\u00fcr.<\/span><\/span><\/li>\n
  2. Zemin Gerilme Kontrolleri i\u00e7in D\u00f6\u015femelere Atanan Yatak Katsay\u0131s\u0131 De\u011ferlerini Kullan<\/span><\/span><\/b>: Bu se\u00e7enek i\u015faretlenirse, \u201cD\u00f6\u015feme \u00d6zellikleri\u201dnde kullan\u0131c\u0131 taraf\u0131ndan tan\u0131mlanan zemin yatak katsay\u0131s\u0131na sahip d\u00f6\u015femeler hesaba dahil edilir.<\/span><\/span><\/li>\n
  3. Kolon Kesitlerini Sonlu Eleman Modeline Dahil Et<\/span><\/span><\/b>: Bu se\u00e7enek i\u015faretlendi\u011finde, kolonun rijit \u00e7evresinin analizde dikkate al\u0131nmas\u0131 sa\u011flan\u0131r. D\u00f6\u015feme\/temel, eksen \u00e7izgisi yerine kolonun \u00e7evresine g\u00f6re a\u011f yap\u0131s\u0131na (mesh) b\u00f6l\u00fcn\u00fcr<\/span><\/span><\/li>\n
  4. Zemin Ta\u015f\u0131ma G\u00fcc\u00fcn\u00fc Yok Say<\/span><\/span><\/b>: Y\u00fck\u00fcn ta\u015f\u0131nmas\u0131 i\u00e7in kaz\u0131k kullan\u0131ld\u0131\u011f\u0131nda, zemin ta\u015f\u0131ma g\u00fcc\u00fc tamamen devre d\u0131\u015f\u0131 b\u0131rak\u0131labilir. Bu, yatak katsay\u0131s\u0131n\u0131n s\u0131f\u0131ra ayarlanmas\u0131yla ya da daha pratik olarak <\/span><\/span>\u201cZeminin ta\u015f\u0131ma g\u00fcc\u00fcn\u00fc yok say\u201d<\/span><\/span><\/i> se\u00e7ene\u011finin i\u015faretlenmesiyle yap\u0131labilir. <\/span><\/span><\/li>\n
      \n
    1. Bu se\u00e7enek i\u015faretli de\u011filse, radye de zemine oturur. Y\u00fck, zeminle temas eden \u201cas\u0131l\u0131 olmayan\u201d radye ile payla\u015f\u0131ld\u0131\u011f\u0131ndan, elde edilen kaz\u0131k kuvvetlerinin azalmas\u0131 beklenir. <\/span><\/span><\/li>\n
    2. Kar\u0131\u015f\u0131k kaz\u0131kl\u0131 radye ve tekil temeller kullan\u0131l\u0131yorsa, sonsuz yer de\u011fi\u015ftirmelerin \u00f6n\u00fcne ge\u00e7mek i\u00e7in bir zemin ta\u015f\u0131ma bas\u0131nc\u0131 tan\u0131mlanmas\u0131 gerekti\u011fine dikkat edin.<\/span><\/span><\/li>\n
      \"Bilgi\"<\/p>\n
      Bu se\u00e7enek yaln\u0131zca temelde kaz\u0131k tan\u0131mlanm\u0131\u015fsa g\u00f6r\u00fcn\u00fcr<\/span><\/div>\n

      <\/span><\/div>\n<\/ol>\n

    3. Sonlu Eleman Temel Modelinde Kolon \u00dcst D\u00fc\u011f\u00fcm Noktas\u0131n\u0131 X ve Y Y\u00f6n\u00fcnde Serbest B\u0131rak<\/span><\/span><\/b>: Kolon \u00fcst d\u00fc\u011f\u00fcm noktas\u0131n\u0131n serbestlik derecesini ve moment aktar\u0131m\u0131n\u0131 kontrol eder.  Ayr\u0131nt\u0131l\u0131 a\u00e7\u0131klama i\u00e7in a\u015fa\u011f\u0131daki b\u00f6l\u00fcme bak\u0131n. <\/span><\/span><\/li>\n
    4. Hareketli Y\u00fck Azaltmas\u0131n\u0131 Uygula (T\u00fcm Kombinasyonlar)<\/span><\/span><\/b>: Hareketli y\u00fck azaltmalar\u0131 tan\u0131mlanm\u0131\u015f ve bu se\u00e7enek i\u015faretlenmi\u015fse, azaltmalar t\u00fcm kombinasyonlara uygulan\u0131r. Hareketli y\u00fck azaltmas\u0131 tan\u0131mlanmam\u0131\u015fsa, bu se\u00e7ene\u011fin i\u015faretlenmesinin bir etkisi olmaz.<\/span><\/span><\/li>\n
      \"Notlar\"<\/p>\n
      Eurocode\u2019a g\u00f6re tasar\u0131mda hareketli y\u00fck azaltmalar\u0131n\u0131n yaln\u0131zca Q\u2019nun ba\u015fat etken oldu\u011fu kombinasyonlara uygulanmas\u0131 gerekmesine ra\u011fmen, ProtaStructure\u2019\u0131n sonlu eleman temel modelinde bu ayr\u0131m \u015fu anda yap\u0131lamamaktad\u0131r. Azaltmalar ya t\u00fcm kombinasyonlara uygulan\u0131r ya da hi\u00e7birine uygulanmaz.<\/span><\/div>\n

      <\/span><\/div>\n

    5. Analizden \u00d6nce Analitik Modeli G\u00f6r\u00fcnt\u00fcle<\/span><\/span><\/b>: Bu se\u00e7enek i\u015faretlenirse, analizden \u00f6nce yerle\u015fimde olu\u015fturulan a\u011f yap\u0131s\u0131n\u0131 (mesh) inceleme\/kontrol etme imk\u00e2n\u0131 sa\u011flar<\/span><\/span><\/li>\n
    6. Sonlu Eleman Analizi i\u00e7in \u201cSparse Solver\u201d Kullan<\/span><\/span><\/b>: Sparse solver\u2019\u0131n amac\u0131, analiz i\u00e7in gereken s\u00fcreyi azaltmakt\u0131r. Baz\u0131 model tiplerinde analiz s\u00fcresinde belirgin bir azalma sa\u011flanabilirken, di\u011fer modellerde bu etki daha s\u0131n\u0131rl\u0131 olabilir. <\/span><\/span><\/li>\n
    7. Kabuk Eleman Boyutu<\/span><\/span><\/b>: A\u011f (mesh) boyutunu ayarlay\u0131n ve d\u00f6\u015femeyi a\u011f yap\u0131s\u0131na b\u00f6l\u00fcp Sonlu Elemanlar Radye Temel Analizini ger\u00e7ekle\u015ftirmek i\u00e7in \u201cD\u00f6\u015feme A\u011f\u0131 ve Analizi\u201d se\u00e7ene\u011fine t\u0131klay\u0131n<\/span><\/span><\/li>\n<\/ol>\n

      Sonlu Eleman Temel Modelinde Kolon \u00dcst D\u00fc\u011f\u00fcm Noktas\u0131n\u0131 X ve Y Y\u00f6n\u00fcnde Serbest B\u0131rakma <\/span><\/span>
      <\/h2>\n
      Se\u00e7enek i\u015faretliyse :<\/span><\/b><\/span><\/span><\/span><\/div>\n
      \n
      \n
        \n
      1. Kolonlar\u0131n \u00fcst d\u00fc\u011f\u00fcm noktalar\u0131 serbest\u00e7e hareket edebilir ve d\u00f6nebilir. <\/span>Kolon kaidesinden gelen momentin etkisi dikkate al\u0131n\u0131r ve radye temel d\u00f6ner.<\/span><\/li>\n
      2. S<\/span>onu\u00e7lar, tamamen rijit kaz\u0131k ba\u015fl\u0131\u011f\u0131 varsay\u0131m\u0131na daha yak\u0131n olur. <\/span><\/li>\n
      3. Moment etkisi nedeniyle, kaz\u0131klar\u0131n eksenel kuvvetleri birbirinden \u00f6nemli \u00f6l\u00e7\u00fcde farkl\u0131 olur. <\/span><\/li>\n
      4. Momentler, kolon kaidesinden daha uzaktaki kaz\u0131k(lar)da daha y\u00fcksek eksenel y\u00fcklere neden olaca\u011f\u0131ndan, bu yakla\u015f\u0131m genellikle maksimum kaz\u0131k kuvvetlerini elde etmek i\u00e7in daha g\u00fcvenli tarafta kalan bir y\u00f6ntemdir. <\/span><\/li>\n<\/ol>\n
        Se\u00e7enek i\u015faretli de\u011filse<\/b> :<\/span><\/div>\n
          \n
        1. Kolonlar\u0131n \u00fcst d\u00fc\u011f\u00fcm noktalar\u0131 X ve Y y\u00f6n\u00fcnde \u00f6telenmeye kar\u015f\u0131 tutulur.<\/span>
          <\/span><\/li>\n
        2. Kolon kaidesinden gelen moment esasen g\u00f6z ard\u0131 edildi\u011finden, radye veya kaz\u0131k ba\u015fl\u0131\u011f\u0131nda minimum d\u00f6nme elde edilir. <\/span>
          <\/span><\/li>\n
        3. Kaz\u0131klar\u0131n eksenel kuvvetleri birbirine daha yak\u0131n olur, yani daha e\u015fit da\u011f\u0131l\u0131r. <\/span><\/li>\n<\/ol>\n
          <\/div>\n<\/div>\n
          <\/div>\n<\/div>\n
          <\/div>\n

          Analiz Sonras\u0131 \u0130\u015flemler ve Rapor
          <\/span><\/h1>\n
          <\/span><\/div>\n
          Analiz tamamland\u0131\u011f\u0131nda \u201cAnaliz Sonras\u0131 \u0130\u015flemler ve Raporlar\u201d sayfas\u0131 otomatik olarak g\u00f6r\u00fcnt\u00fclenir.<\/span><\/div>\n
          <\/div>\n
          <\/div>\n
            \n
          1. Zeminin Emniyet Gerilmesi<\/span><\/b>: Bu zemin emniyet gerilmesi bir katsay\u0131 ile \u00e7arp\u0131l\u0131r ve kontroller bu bas\u0131n\u00e7 de\u011ferine g\u00f6re yap\u0131l\u0131r.<\/span>
            <\/span><\/li>\n
          2. Pozitif ve Negatif Moment Katsay\u0131lar\u0131<\/span><\/b>: Sonu\u00e7lar\u0131 incelemek i\u00e7in \u201cAnaliz Sonras\u0131 \u0130\u015fleme\u201d d\u00fc\u011fmesine t\u0131klamadan \u00f6nce bu katsay\u0131lar tan\u0131mlanmal\u0131d\u0131r. Sonras\u0131 \u0130\u015fleme ekran\u0131nda ve Analiz Sonu\u00e7lar\u0131 Raporlar\u0131nda g\u00f6r\u00fcnt\u00fclenen \u00e7\u0131kt\u0131 sonu\u00e7lar\u0131, bu alanlara girilen de\u011ferler kullan\u0131larak katsay\u0131land\u0131r\u0131l\u0131r<\/span><\/li>\n
          3. Analitik Modeli G\u00f6ster<\/span><\/b>: SE D\u00f6\u015feme Analizi tamamland\u0131ktan sonra "Analitik Modeli G\u00f6ster" se\u00e7ene\u011fine t\u0131kland\u0131\u011f\u0131nda, se\u00e7ilen kat i\u00e7in g\u00f6rselle\u015ftirilmi\u015f sonucu g\u00f6r\u00fcnt\u00fclemek \u00fczere "SE Kat ve Temel Modeli"  a\u00e7\u0131l\u0131r. Bkz: <\/span>SE Kat ve Temel Modeli<\/span><\/a>
            <\/span><\/li>\n
          4. Analiz Sonu\u00e7lar\u0131 Raporu<\/span><\/b>: G\u00f6rselle\u015ftirilmi\u015f sonuca ek olarak, SE D\u00f6\u015feme Analizi sonucu analiz hatas\u0131z tamamland\u0131ktan sonra metin bi\u00e7iminde g\u00f6r\u00fcnt\u00fclenebilir ve olu\u015fturulabilir.  Analiz sonu\u00e7 raporlar\u0131 se\u00e7ilen d\u00fc\u011f\u00fcmler ve d\u00f6\u015femeler i\u00e7in haz\u0131rlanabilir. T\u00fcm sekme sayfalar\u0131nda, dahil edilecek \u00f6\u011feler g\u00f6r\u00fcnen listeler kullan\u0131larak se\u00e7ilir ve raporu olu\u015fturmak i\u00e7in \u201c<\/span>Rapor Olu\u015ftur<\/span><\/i>\u201d d\u00fc\u011fmesine bas\u0131l\u0131r<\/span><\/li>\n
          5. Temel Kiri\u015fi Sonu\u00e7lar\u0131n\u0131 Aktar<\/span><\/b>: Bu d\u00fc\u011fmeye bas\u0131ld\u0131\u011f\u0131nda, Temel Kiri\u015fi SE analiz sonucu aktar\u0131l\u0131r ve temel kiri\u015fi tasar\u0131m\u0131nda kullan\u0131l\u0131r (\u201c<\/span>Temel Kiri\u015fleri<\/span><\/i>\u201d se\u00e7ene\u011fi \u201c<\/span>Tasar\u0131m<\/span><\/i>\u201d sekmesinde se\u00e7ilerek)<\/span><\/li>\n
          6. Kaz\u0131k Sonu\u00e7lar\u0131 Raporu<\/span><\/b>: D\u00fc\u011fmeye t\u0131klamak, maksimum kaz\u0131k bas\u0131n\u00e7 ve \u00e7ekme sonu\u00e7lar\u0131n\u0131 kapasiteleriyle kar\u015f\u0131la\u015ft\u0131ran bi\u00e7imlendirilmi\u015f bir rapor olu\u015fturur. Rapor, iste\u011fe ba\u011fl\u0131 olarak t\u00fcm y\u00fck durumlar\u0131 ve t\u00fcm y\u00fck kombinasyonlar\u0131 i\u00e7in sonu\u00e7lar\u0131 i\u00e7erebilir.<\/span><\/li>\n
            \"Bilgi\" <\/p>\n
            Bu se\u00e7enek yaln\u0131zca temelde kaz\u0131klar tan\u0131mlanm\u0131\u015fsa g\u00f6r\u00fcn\u00fcr<\/span><\/div>\n

            <\/span><\/div>\n<\/ol>\n

            \n
            \"Notlar\"Daha iyi anlamak i\u00e7in a\u015fa\u011f\u0131daki \u00f6rne\u011fe bak\u0131n:<\/span>  Radye Temel ve Kaz\u0131kl\u0131 Radye Temel Analiz ve Tasar\u0131m \u00d6rne\u011fi<\/a><\/span><\/div>\n
            <\/a><\/div>\n<\/div>\n
            <\/div>\n","protected":false},"excerpt":{"rendered":"

            Sonlu Elemanlar Radye Temel Analizi formundaki zemin yatak katsay\u0131s\u0131, kaz\u0131k ve analiz sonras\u0131 raporlama se\u00e7enekleri a\u00e7\u0131klan\u0131r.<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"template":"","meta":{"_whitepaper_youtube_videos":"","_whitepaper_youtube_url":"","_whitepaper_youtube_thumbnail":"","footnotes":""},"categories":[19,32],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1805","wiki","type-wiki","status-publish","hentry","category-technical-manuals","category-fe-analysis-of-foundations"],"yoast_head":"\nSonlu Elemanlar Radye Temel Analizi | ProtaStructure<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da Sonlu Elemanlar Radye Temel Analizi formunu, zemin yatak katsay\u0131s\u0131 ve kaz\u0131k ayarlar\u0131n\u0131 inceleyin; ad\u0131m ad\u0131m analiz s\u00fcrecini \u00f6\u011frenin.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/sonlu-elemanlar-radye-temel-analizi-ps2022\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Sonlu Elemanlar Radye Temel Analizi Ps2022\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da Sonlu Elemanlar Radye Temel Analizi formunu, zemin yatak katsay\u0131s\u0131 ve kaz\u0131k ayarlar\u0131n\u0131 inceleyin; 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