{"id":1783,"date":"2026-08-03T21:34:07","date_gmt":"2026-08-03T21:34:07","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kademeli-insaat-analizi\/"},"modified":"2026-08-03T21:34:07","modified_gmt":"2026-08-03T21:34:07","slug":"kademeli-insaat-analizi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kademeli-insaat-analizi\/","title":{"rendered":"Kademeli \u0130n\u015faat Analizi"},"content":{"rendered":"

Giri\u015f
<\/span><\/h1>\n


\n<\/span><\/p>\n


\n <\/span>Kademeli in\u015faat analizi, makul bir dikkatle kullan\u0131ld\u0131\u011f\u0131nda yap\u0131n\u0131n ger\u00e7ek davran\u0131\u015f\u0131n\u0131 daha yak\u0131ndan yans\u0131tabilen geli\u015fmi\u015f bir \u00e7\u00f6z\u00fcm y\u00f6ntemidir. <\/span><\/span>
\n<\/span><\/div>\n


\n<\/span><\/p>\n


\n <\/span>\u200b
<\/span><\/span>
\n<\/span><\/div>\n


\n<\/span><\/p>\n


\n <\/span>Standart bir 3B analiz, zamana ba\u011fl\u0131 etkileri hesaba katmaz; yap\u0131n\u0131n ayn\u0131 anda in\u015fa edildi\u011fini varsayar. Ger\u00e7ekte betonarme bir bina, a\u015famalar h\u00e2linde ve genellikle her seferinde bir kat olacak \u015fekilde in\u015fa edilir. Bina kat say\u0131s\u0131na ba\u011fl\u0131 olarak, birinci kat\u0131n ba\u015flang\u0131c\u0131ndan en \u00fcst kat\u0131n tamamlanmas\u0131na kadar \u00f6nemli bir s\u00fcre ge\u00e7ebilir.<\/span><\/span>
\n<\/span><\/div>\n


\n<\/span><\/p>\n


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


\n<\/span><\/p>\n


\n <\/span> Beton zamanla olgunla\u015ft\u0131\u011f\u0131ndan, en \u00fcst kattaki betonun \u00f6zellikleri birinci kattaki betonun \u00f6zelliklerinden \u2018geride kal\u0131r\u2019 (bu fark ara katlarda azalan oranda g\u00f6r\u00fcl\u00fcr).
<\/span><\/span>
\n<\/span><\/div>\n


\n<\/span><\/p>\n


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


\n<\/span><\/p>\n


\n <\/span>Kademeli beton in\u015faat\u0131n\u0131n bir ba\u015fka \u00f6zelli\u011fi, mevcut alt katlarda d\u00f6k\u00fcm \u00f6ncesinde meydana gelen oturmalar\u0131n, \u015fantiyede mevcut kat seviyesi belirlenirken hesaba kat\u0131lmas\u0131d\u0131r. Bu etki standart bir 3B analizde g\u00f6z \u00f6n\u00fcne al\u0131namaz; kademeli in\u015faat analizinde ise otomatik olarak dikkate al\u0131n\u0131r.<\/span><\/span>
\n<\/span><\/div>\n


\n<\/span><\/p>\n


\n <\/span><\/p>\n

Basit \u00d6rnek
<\/span><\/h2>\n


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


\n<\/span><\/p>\n


\n A\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi iki bloktan olu\u015fan bir model kurulmu\u015ftur. Her iki blokta da birinci kat plan\u0131 ve y\u00fcklemesi ayn\u0131d\u0131r. Sa\u011fdaki blo\u011fa ikinci bir kat \u00e7er\u00e7evesi eklenmi\u015f, ancak bu katta hareketli y\u00fck uygulanmam\u0131\u015ft\u0131r.<\/span><\/span>\n<\/div>\n
\n \n<\/div>\n
\n \n<\/div>\n
\n \n<\/div>\n
\n Yukar\u0131daki model i\u00e7in, t\u00fcm elemanlar\u0131n t\u00fcm y\u00fcklerle e\u015f zamanl\u0131 olarak analiz edildi\u011fi standart bir 3B analiz yap\u0131labilir.<\/span>
<\/span>
\n<\/span><\/span><\/div>\n


\n<\/span><\/span><\/p>\n


\n Kademeli bir in\u015faat analizi de yap\u0131labilir. Yaln\u0131zca hareketli y\u00fck\u00fcn kademelendirilmesi se\u00e7ene\u011fi se\u00e7ilirse analiz \u015fu \u015fekilde ilerler:<\/span>
<\/span>
\n<\/span><\/span><\/div>\n


\n<\/span><\/span><\/p>\n


    \n <\/span><\/span><\/p>\n
  1. Birinci a\u015famada yaln\u0131zca birinci katlar, hareketli y\u00fckleri i\u00e7in analiz edilir.<\/span>
    <\/span><\/span><\/li>\n


    \n <\/span><\/span><\/p>\n

  2. \u0130kinci a\u015famada ikinci kat eklenir ve analiz (deforme olmam\u0131\u015f model i\u00e7in) tekrarlan\u0131r; ancak bu kez yaln\u0131zca ikinci kat seviyesindeki hareketli y\u00fck i\u00e7in yap\u0131l\u0131r.<\/span>
    <\/span><\/span><\/li>\n


    \n <\/span><\/span><\/p>\n

  3. Bu \u015fekilde her a\u015fama, yaln\u0131zca kendi sonucunu ve \u00f6nceki a\u015famalar\u0131n sonucunu etkileyebilir.<\/span>
    <\/span><\/li>\n


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


    \n<\/span><\/p>\n


    \n <\/span><\/p>\n

    Q i\u00e7in Sonu\u00e7lar – Kademesiz<\/span>
    <\/h2>\n
    \n \u200b\u200b\u200b\u200b\u200b<\/span><\/span><\/span><\/span>\n <\/div>\n<\/div>\n
    \n Kademesiz sonu\u00e7ta, birinci kata uygulanan Q y\u00fck\u00fcn\u00fcn \u00fcstteki yap\u0131da momentler olu\u015fturdu\u011fu g\u00f6r\u00fcl\u00fcr. Y\u00fck uyguland\u0131\u011f\u0131 anda bu \u00e7er\u00e7eve mevcutsa, bu tamamen mant\u0131kl\u0131d\u0131r.<\/span>
    \n<\/span><\/div>\n


    \n<\/span><\/p>\n

    Q i\u00e7in Sonu\u00e7lar – Kademeli<\/span>
    <\/h2>\n
    \n

    <\/p>\n

    Kademeli sonu\u00e7ta, birinci kat elemanlar\u0131n\u0131n \u00fcst\u00fcndeki \u00e7er\u00e7evede moment olu\u015fmaz; birinci kat yap\u0131s\u0131ndaki kuvvetler tek katl\u0131 \u00e7er\u00e7eve ile iki katl\u0131 \u00e7er\u00e7evede tamamen ayn\u0131d\u0131r. T\u00fcm y\u00fck, \u00fcstteki \u00e7er\u00e7eve mevcut olmadan \u00f6nce uygulanm\u0131\u015fsa ve t\u00fcm sehimin anl\u0131k oldu\u011fu varsay\u0131l\u0131yorsa bu sonu\u00e7 mant\u0131kl\u0131d\u0131r.<\/span>
    <\/span><\/p>\n


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


    \n<\/span><\/p>\n


    \n <\/span>\"Notlar\"
    \n <\/span><\/p>\n

    \n S\u00fcnme etkisi yukar\u0131daki de\u011ferlendirmede g\u00f6z \u00f6n\u00fcne al\u0131nmam\u0131\u015ft\u0131r; ger\u00e7ekte birinci kat kiri\u015fleri, \u00e7er\u00e7eve in\u015fa edilip y\u00fcklendikten sonra da sehim vermeye ve birle\u015fim noktalar\u0131 d\u00f6nmeye devam eder.  Bu nedenle, ikinci kat \u00e7er\u00e7evesi in\u015fa edildi\u011fi anda bu \u00e7er\u00e7evede  moment bulunmasa da, birinci kat yap\u0131s\u0131ndaki s\u00fcnme, zamanla ikinci katta baz\u0131 momentlerin olu\u015fmas\u0131na yol a\u00e7ar.<\/span><\/span>\n <\/div>\n

    <\/span><\/p>\n

    Model Olu\u015fturma
    <\/span><\/h1>\n


    \n <\/span><\/p>\n


    \n Kademeli in\u015faat i\u00e7in model olu\u015ftururken ek bir ad\u0131m gerekmez. A\u015famalar otomatik olarak olu\u015fturulur (her kat ayr\u0131 bir a\u015fama olarak ele al\u0131n\u0131r). Model olu\u015fturulduktan sonra, A\u015fama Kontrol\u00fc b\u00f6l\u00fcm\u00fcnde a\u00e7\u0131kland\u0131\u011f\u0131 gibi a\u015famalar d\u00fczenlenebilir.<\/span><\/span>\n <\/div>\n

    Kademeli Y\u00fckleme Olu\u015fturma
    <\/span><\/h1>\n


    \n <\/span><\/p>\n


    \n Kademeli y\u00fckleme, Y\u00fck Kombinasyonu D\u00fczenleyicisi i\u00e7inde Y\u00fckleme \u00dcreticisi d\u00fc\u011fmesine t\u0131klanarak belirtilir<\/span><\/span>: <\/span>Kademeli \u0130n\u015faat Y\u00fck Kombinasyonu<\/span><\/a>\n <\/div>\n

    Her A\u015faman\u0131n S\u00fcresi
    <\/span><\/h1>\n


    \n <\/span><\/p>\n


    \n Her a\u015faman\u0131n s\u00fcresi, o a\u015famada kullan\u0131lan elastisite mod\u00fcl\u00fcn\u00fc belirler; normal \u00e7imento kullan\u0131ld\u0131\u011f\u0131 varsay\u0131l\u0131r, b\u00f6ylece t ya\u015f\u0131ndaki beton elastisite mod\u00fcl\u00fc <\/span><\/span>Ec<\/span><\/span><\/b> \u015fu \u015fekilde tahmin edilir:<\/span><\/span>\n <\/div>\n<\/div>\n

    <\/p>\n

    \n A\u015fama s\u00fcresinin Ec \u00fczerindeki etkisi a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir:
    \n<\/span><\/div>\n


    \n<\/span><\/p>\n


      \n <\/span><\/p>\n
    1. S\u00fcre 1 g\u00fcn            0.59 Ec(28)
      <\/span><\/li>\n


      \n <\/span><\/p>\n

    2. S\u00fcre 15 g\u00fcn        0.96 Ec(28)
      <\/span><\/li>\n


      \n <\/span><\/p>\n

    3. S\u00fcre 28 g\u00fcn       1.00 Ec(28)
      <\/span><\/li>\n


      \n <\/span><\/p>\n

    4. S\u00fcre 99 g\u00fcn       1.06 Ec(28)
      <\/span><\/li>\n


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


      \n<\/span><\/p>\n


      \n <\/span><\/p>\n

      \n Yukar\u0131dakilerden, ilk birka\u00e7 g\u00fcnden sonra s\u00fcreye ba\u011fl\u0131 de\u011fi\u015fimlerin sonu\u00e7lar \u00fczerinde b\u00fcy\u00fck bir etkisinin olmad\u0131\u011f\u0131 g\u00f6r\u00fclebilir.<\/span>\n <\/div>\n

      Analiz \u00d6zellikleri
      <\/span><\/h1>\n


      \n <\/span><\/p>\n


      \n <\/span><\/p>\n

      \n Kademesiz in\u015faatta oldu\u011fu gibi, fakt\u00f6rler<\/span> Malzeme ve Kesit Etkin Fakt\u00f6r Rijitli\u011fi<\/a> \u00fczerinden uygulan\u0131r. Bu fakt\u00f6rler t\u00fcm in\u015faat a\u015famalar\u0131nda ge\u00e7erlidir.
      \n <\/span><\/div>\n


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


      \n <\/span><\/p>\n


      \n \u00d6zellikle Elastisite Mod\u00fcl\u00fc Fakt\u00f6r\u00fc dikkatle de\u011ferlendirilmelidir; \u00e7\u00fcnk\u00fc s\u00fcnme ve \u00e7atlama i\u00e7in gerekli d\u00fczeltmeleri yapmak amac\u0131yla kullan\u0131l\u0131r. Burada girilen de\u011fer, Malzeme diyalog penceresinde tan\u0131mlanan k\u0131sa s\u00fcreli elastisite mod\u00fcl\u00fc Ec(28)’e uygulan\u0131r.<\/span>\n <\/div>\n<\/div>\n
      \n \n<\/div>\n
      \n \"Notlar\"
      \n <\/span><\/p>\n

      \n S\u00fcnme i\u00e7in yap\u0131lan d\u00fczeltmeler, yaln\u0131zca kademesiz analiz kapsam\u0131nda etkin bi\u00e7imde ele al\u0131n\u0131r.
      \n <\/span><\/div>\n


      \n <\/span><\/p>\n


      \n Kullan\u0131lan E de\u011feri, EC2 kapsam\u0131ndaki yanal \u00f6telenme (sway) hassasiyeti de\u011ferlendirmesi a\u00e7\u0131s\u0131ndan \u00e7ok \u00f6nemlidir (ACI Sway se\u00e7ene\u011fi kullan\u0131ld\u0131\u011f\u0131nda di\u011fer y\u00f6netmelikler i\u00e7in de ge\u00e7erlidir).<\/span>\n <\/div>\n

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

      \n \n<\/div>\n
      \n \n<\/div>\n","protected":false},"excerpt":{"rendered":"

      Kademeli in\u015faat analizinin betonarme yap\u0131lardaki ger\u00e7ek davran\u0131\u015f\u0131 nas\u0131l yans\u0131tt\u0131\u011f\u0131n\u0131, model olu\u015fturma ve analiz ayarlar\u0131n\u0131 a\u00e7\u0131klar.<\/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":[31,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1783","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nKademeli \u0130n\u015faat Analizi Nas\u0131l Yap\u0131l\u0131r? | ProtaStructure<\/title>\n<meta name=\"description\" content=\"Kademeli in\u015faat analizi, betonarme yap\u0131larda ger\u00e7ek in\u015faat s\u00fcrecini modelleyerek daha do\u011fru sonu\u00e7lar verir. 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