{"id":1775,"date":"2026-08-03T21:34:02","date_gmt":"2026-08-03T21:34:02","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/fiziksel-model-analitik-model-karsilastirmasi\/"},"modified":"2026-08-03T21:34:02","modified_gmt":"2026-08-03T21:34:02","slug":"fiziksel-model-analitik-model-karsilastirmasi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/fiziksel-model-analitik-model-karsilastirmasi\/","title":{"rendered":"Fiziksel Model ve Analitik Model Kar\u015f\u0131la\u015ft\u0131rmas\u0131"},"content":{"rendered":"
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Fiziksel Model ve Analitik Model <\/b><\/span><\/span><\/span><\/span>
<\/h1>\n
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Olu\u015fturdu\u011funuz 3B model, ger\u00e7ek eleman boyutlar\u0131n\u0131n g\u00f6rsel olarak i\u015flendi\u011fi bir fiziksel modeldir.  Analiz <\/span><\/span>fiziksel modeli a\u015fa\u011f\u0131da g\u00f6sterilen analitik modele d\u00f6n\u00fc\u015ft\u00fcr\u00fcr. <\/span><\/span><\/span><\/div>\n
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  <\/div>\n
<\/div>\n<\/div>\n
Analitik model, esas itibar\u0131yla bir eksen \u00e7izgisi tel kafes modelidir. Elemanlar\u0131n do\u011fru \u015fekilde ba\u011flanabilmesi i\u00e7in analitik tel kafesin ortak bir d\u00fc\u011f\u00fcmde birle\u015fmesi gerekir. D\u00fc\u011f\u00fcmler, akslar\u0131n kesi\u015fiminde olu\u015fturulan ekleme noktalar\u0131d\u0131r. <\/span><\/span><\/div>\n
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\"Uyar\u0131\"Modelleme s\u0131ras\u0131nda, elemanlar\u0131n ba\u011flanabilmesi i\u00e7in ortak aks veya aks kesi\u015fimleri kullan\u0131ld\u0131\u011f\u0131ndan emin olman\u0131z gerekir. Yaln\u0131zca 3B render g\u00f6r\u00fcn\u00fcm\u00fcn\u00fc kontrol etmek, elemanlar\u0131n analitik olarak ba\u011fl\u0131 olup olmad\u0131\u011f\u0131n\u0131 do\u011frulamaz. <\/span><\/span><\/span><\/div>\n

Do\u011frusal G\u00f6r\u00fcn\u00fcm ile Analitik Model \u00d6nizlemesi<\/span><\/span>
<\/h1>\n<\/div>\n<\/div>\n
Yukar\u0131da belirtilen nedenlerle, analizden \u00f6nce eleman ba\u011flant\u0131lar\u0131n\u0131n kontrol edilmesi \u00f6nemlidir; aksi halde analiz ba\u015far\u0131s\u0131z olabilir veya \u00e7ok say\u0131da karars\u0131zl\u0131k uyar\u0131 mesaj\u0131 verebilir.  <\/span><\/span><\/div>\n
Analizden \u00f6nce analitik modeli g\u00f6r\u00fcnt\u00fclemek ve do\u011frulamak i\u00e7in: 
<\/span><\/span><\/div>\n<\/div>\n<\/div>\n
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1.  Bir 3B<\/b> g\u00f6r\u00fcn\u00fcm olu\u015fturun >  Varsay\u0131lan olarak "Kat\u0131" veya "Render Edilmi\u015f" model g\u00f6sterilir 
<\/span><\/span><\/div>\n
2.  Art arda "CTRL + D<\/b>"  tu\u015flar\u0131na bas\u0131n > bu, \u00e7e\u015fitli G\u00f6r\u00fcnt\u00fc Stilleri<\/b> (Render Edilmi\u015f, D\u00fcz, Gizli \u00c7izgi, Do\u011frusal) aras\u0131nda ge\u00e7i\u015f yapar
<\/span><\/span><\/div>\n
3.  "<\/span>Do\u011frusal<\/span><\/b>" se\u00e7ene\u011finin aktif oldu\u011fundan emin olun > Bu, 3B analitik tel kafes modelini g\u00f6sterir <\/span><\/span><\/span><\/div>\n
    \n
  1. Alternatif olarak, 3B g\u00f6r\u00fcn\u00fcmde, Yap\u0131 A\u011fac\u0131n\u0131n hemen \u00fczerindeki "Do\u011frusal<\/b>" simgesine t\u0131klay\u0131n (a\u015fa\u011f\u0131daki gibi) 
    <\/span><\/span><\/li>\n<\/ol>\n<\/div>\n<\/div>\n<\/blockquote>\n
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    \n
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     <\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/blockquote>\n<\/blockquote>\n
    \n
    \n
    \n
    4.  \u0130lgilenilen ortak d\u00fc\u011f\u00fcmlere yak\u0131nla\u015ft\u0131rarak elemanlar\u0131n do\u011fru \u015fekilde ba\u011fland\u0131\u011f\u0131n\u0131 do\u011frulay\u0131n. <\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/blockquote>\n
    A\u015fa\u011f\u0131da, elemanlar\u0131n analitik olarak ba\u011fl\u0131 olmad\u0131\u011f\u0131 ancak kat\u0131 render g\u00f6r\u00fcn\u00fcm\u00fcnde ba\u011fl\u0131ym\u0131\u015f gibi g\u00f6r\u00fcnd\u00fc\u011f\u00fc bir \u00f6rnek verilmi\u015ftir. <\/span><\/span><\/div>\n
    <\/div>\n
     –> Resmi b\u00fcy\u00fctmek i\u00e7in t\u0131klay\u0131n<\/div>\n
    <\/div>\n

    <\/span><\/span><\/span><\/span><\/div>\n
    <\/p>\n
    \"Uyar\u0131\"<\/div>\n
    \u00c7elik yap\u0131lar i\u00e7in t\u00fcm \u00e7elik elemanlar\u0131n Do\u011frusal g\u00f6r\u00fcn\u00fcmde modellenmesi \u00f6nemle tavsiye edilir. Fiziksel g\u00f6r\u00fcn\u00fcmde modelleme, \u00e7elik elemanlar\u0131n ba\u011flant\u0131s\u0131z kalmas\u0131na yol a\u00e7abilece\u011finden, bu y\u00f6ntem elemanlar\u0131n do\u011fru \u015fekilde ba\u011flanmas\u0131n\u0131 sa\u011flar. <\/span><\/span><\/div>\n

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

    Bir grup eleman\u0131 se\u00e7ip yaln\u0131zca se\u00e7ilen bu elemanlar\u0131n do\u011frusal g\u00f6r\u00fcn\u00fcm\u00fcn\u00fc de g\u00f6r\u00fcnt\u00fcleyebilirsiniz: 
    <\/span><\/span><\/div>\n
    \n
    1. Tel kafes modunda g\u00f6r\u00fcnt\u00fclemek istedi\u011finiz elemanlar\u0131 se\u00e7in<\/span><\/span><\/span>
    <\/span><\/span><\/div>\n
    2. Sa\u011f t\u0131k men\u00fcs\u00fcnden "G\u00f6r\u00fcn\u00fcm > Do\u011frusal G\u00f6r\u00fcn\u00fcm<\/b>" komutunu se\u00e7in.<\/span><\/span><\/span><\/div>\n

    <\/span><\/span><\/div>\n
    3. Se\u00e7ilen elemanlar tel kafes modunda g\u00f6r\u00fcnt\u00fclenmeye ba\u015flar.<\/span><\/span><\/span>
    <\/span><\/span><\/div>\n<\/blockquote>\n
    <\/div>\n
    Bu \u015fekilde, elemanlar\u0131n birbirine nas\u0131l ba\u011fland\u0131\u011f\u0131n\u0131 g\u00f6steren hibrit bir g\u00f6r\u00fcn\u00fcm elde edersiniz; \u00f6rnek a\u015fa\u011f\u0131dad\u0131r. <\/span><\/span><\/div>\n
    <\/div>\n
    <\/div>\n
    Elemanlar\u0131n ba\u011flant\u0131lar\u0131n\u0131 do\u011frulad\u0131ktan sonra, Bina Analizi i\u015flemini g\u00fcvenle \u00e7al\u0131\u015ft\u0131rabilirsiniz. <\/span> 
    <\/span><\/span><\/div>\n

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

    Analitik Modeli G\u00f6r\u00fcnt\u00fcle<\/span>
    <\/h1>\n
     <\/span><\/span>Bina Analizi<\/span><\/span><\/span> i\u015flemi, binan\u0131n 3B analitik modelini olu\u015fturur, y\u00fckleri uygular ve eleman kuvvetlerini hesaplar.  <\/span><\/span><\/div>\n
    <\/div>\n<\/div>\n
    Analiz<\/b> \u00fcst \u015feridine gidin ve Analitik Model<\/b> simgesine t\u0131klay\u0131n. Sonlu Eleman D\u00f6\u015feme ve Temel analizini de ger\u00e7ekle\u015ftirdiyseniz, \u201cAnalitik Model\u201d d\u00fc\u011fmesine t\u0131klad\u0131\u011f\u0131n\u0131zda size iki se\u00e7enek sunulur:<\/span><\/span><\/div>\n
      \n
    1. Bina Analizi Modeli
      <\/span><\/span><\/li>\n
    2. Sonlu Elemanlar D\u00f6\u015feme Analizi Modeli<\/span><\/a><\/li>\n<\/ol>\n
      <\/span><\/div>\n

      <\/span><\/div>\n
      Bina Analizi Modelinde, yer de\u011fi\u015ftirmeler, eksenel kuvvetler, kesme kuvvetleri, e\u011filme mo<\/span><\/span>mentleri, burulmalar ve sonlu eleman kontur sonu\u00e7lar\u0131 gibi analiz sonu\u00e7lar\u0131n\u0131 inceleyebilirsiniz.<\/span><\/span><\/div>\n
      \n

      Bina Analizi Analitik Modeli
      <\/span><\/h1>\n
      \n
      Bina Analizi ba\u015far\u0131yla tamamland\u0131\u011f\u0131nda, a\u015fa\u011f\u0131dakileri kontrol edebilece\u011finiz detayl\u0131 Analitik Modele eri\u015febilirsiniz: <\/span><\/div>\n
        \n
      1. Ger\u00e7ek analitik modelin do\u011fru haz\u0131rlan\u0131p haz\u0131rlanmad\u0131\u011f\u0131<\/span><\/span><\/li>\n
      2. \u00c7er\u00e7eve ve nodal y\u00fckleme, sistem ba\u011flant\u0131 bilgileri, rijit u\u00e7 b\u00f6lgeleri, u\u00e7 serbestlikleri gibi detaylar\u0131n g\u00f6r\u00fcnt\u00fclenmesi <\/span><\/span><\/li>\n
      3. Eleman ve kabuklarda sehimlerin g\u00f6r\u00fcnt\u00fclenmesi<\/span><\/span><\/li>\n
      4. Eleman kuvvetlerinin g\u00f6r\u00fcnt\u00fclenmesi; \u00f6rne\u011fin eksenel y\u00fck, kesme kuvveti ve momentler<\/span><\/span><\/li>\n<\/ol>\n<\/div>\n
        A\u015fa\u011f\u0131daki \u00f6rnek, d\u00f6\u015femelerin sisteme dahil edilmedi\u011fi ve a\u011f olu\u015fturulmad\u0131\u011f\u0131 5 katl\u0131 betonarme bir binan\u0131n Analitik Modelini g\u00f6stermektedir. <\/span><\/span><\/div>\n
        <\/div>\n
        <\/div>\n
        <\/div>\n
        A\u015fa\u011f\u0131daki \u00f6rnek, d\u00f6\u015femelerin sisteme dahil edildi\u011fi ve sonlu eleman kabuklar\u0131 kullan\u0131larak a\u011f olu\u015fturuldu\u011fu ayn\u0131 5 katl\u0131 betonarme binan\u0131n Analitik Modelini g\u00f6stermektedir. <\/span><\/span><\/div>\n
        <\/div>\n
        \n
        <\/div>\n
        <\/div>\n<\/div>\n
        <\/div>\n
          \n
        1. Filtre Paneli –<\/span><\/span><\/b> Kullan\u0131c\u0131lar, analitik modelde g\u00f6sterilecek katlar\u0131, akslar\u0131 ve eleman t\u00fcrlerini filtreleyebilir.
          <\/span><\/span><\/li>\n
        2. Etkiler Paneli –<\/span><\/span><\/b> Bu panel, d\u00f6\u015femeleri a\u011f olu\u015fturarak Bina Analizi yapt\u0131ktan sonra kullan\u0131c\u0131lar "Konturlar" se\u00e7ene\u011fini etkinle\u015ftirdi\u011finde kullan\u0131labilir olur.<\/span> <\/span><\/span><\/span><\/li>\n
            \n
          1. Her etkinin ayr\u0131nt\u0131l\u0131 a\u00e7\u0131klamas\u0131 i\u00e7in l\u00fctfen \u015fu kayna\u011fa bak\u0131n:<\/span> Sonlu Elemanlarla D\u00f6\u015feme Analizi: Etkiler Paneli.<\/a><\/span><\/span><\/li>\n<\/ol>\n
          2. Y\u00fck Kombinasyonlar\u0131 Paneli –<\/span><\/span><\/b> T\u00fcm y\u00fck durumlar\u0131 ve y\u00fck kombinasyonlar\u0131 burada g\u00f6sterilir. Analitik modelde g\u00f6sterilen etki veya kuvvet diyagramlar\u0131, burada se\u00e7ilen y\u00fck durumlar\u0131na veya y\u00fck kombinasyonlar\u0131na g\u00f6re belirlenir.<\/span><\/span><\/li>\n<\/ol>\n
            \n

            Genel Sekmesi<\/span><\/span>
            <\/span><\/h2>\n<\/div>\n
            <\/div>\n
            En s\u0131k kullan\u0131lan g\u00f6r\u00fcn\u00fcm ayarlar\u0131 a\u00e7\u0131l\u0131r listelerden do\u011frudan se\u00e7ilebilir; d\u00fc\u011f\u00fcm g\u00f6r\u00fcnt\u00fcleme t\u00fcr\u00fc, metin \u00f6zellikleri ve boyutu, yerel eksen renkleri gibi di\u011fer ayarlar ise <\/span><\/span>\u201cGenel<\/b>\u201d<\/span><\/span><\/i> sekmesi g\u00f6r\u00fcnt\u00fclenerek ayarlanabilir.<\/span><\/span><\/div>\n<\/div>\n

            <\/span><\/div>\n
            Ayarlar<\/span><\/b> <\/span><\/span><\/u><\/div>\n
            Bu buton, arka plan rengi ile d\u00fc\u011f\u00fcm, \u00e7er\u00e7eve, kabuk, diyagram ve yer de\u011fi\u015ftirme ile ilgili ayarlar\u0131 d\u00fczenleyebilece\u011finiz "Analitik Model Ayarlar\u0131"n\u0131 g\u00f6r\u00fcnt\u00fcler.
            <\/span><\/span><\/div>\n

            <\/span><\/span><\/div>\n
            Plan<\/span><\/b><\/span><\/u>
            <\/span><\/span><\/div>\n
            G\u00f6r\u00fcn\u00fcm\u00fc yaln\u0131zca plan g\u00f6r\u00fcn\u00fc\u015fe ayarlar ve kilitler. 
            <\/span><\/span><\/div>\n

            <\/span><\/span><\/div>\n
            G\u00f6r\u00fcn\u00fc\u015f<\/span><\/b><\/span><\/u><\/div>\n
            K\u00fcp\u00fcn y\u00fcz\u00fcne veya k\u00f6\u015fesine t\u0131klayarak g\u00f6r\u00fcnt\u00fcleme y\u00f6n\u00fcn\u00fc ayarlayabilece\u011finiz 3B g\u00f6r\u00fcnt\u00fcleme k\u00fcp\u00fcn\u00fc g\u00f6sterir. <\/span><\/span><\/div>\n
            <\/div>\n
            Yak\u0131nla\u015ft\u0131r ve Uzakla\u015ft\u0131r<\/u><\/b><\/span><\/span><\/div>\n
            Kendini a\u00e7\u0131klar. Yak\u0131nla\u015ft\u0131rma ve uzakla\u015ft\u0131rma i\u00e7in fare tekerle\u011fi de kullan\u0131labilir. <\/span><\/span><\/div>\n
            <\/div>\n
            Ortogonal<\/u><\/b><\/span><\/span><\/div>\n
            Ortogonal ve Perspektif 3B g\u00f6r\u00fcn\u00fcm aras\u0131nda ge\u00e7i\u015f yapar. 
            <\/span><\/div>\n
              \n
            1. Perspektif, daha fazla i\u015flem kayna\u011f\u0131 gerektirir ve performans\u0131 etkileyebilir.
              <\/span><\/li>\n
            2. Ortogonal, daha az bellek kayna\u011f\u0131 gerektirir ve performans\u0131 iyile\u015ftirebilir. <\/span><\/li>\n<\/ol>\n
              Yaz\u0131 Boyutunu Art\u0131r \/ Azalt<\/span><\/b><\/u><\/span>
              <\/span><\/div>\n
              G\u00f6r\u00fcnt\u00fclenen metnin yaz\u0131 boyutunu art\u0131rmak veya azaltmak i\u00e7in t\u0131klay\u0131n<\/span><\/span><\/div>\n
              <\/div>\n
              Resmi Kaydet \/ Kopyala<\/span><\/u><\/b><\/span>
              <\/span><\/div>\n
              Resmi png dosyas\u0131 olarak kaydedin veya ba\u015fka bir yere yap\u0131\u015ft\u0131rmak \u00fczere belle\u011fe kopyalay\u0131n. <\/span><\/span><\/div>\n
              <\/div>\n
              D\u00fc\u011f\u00fcm\/\u00c7er\u00e7eve\/Kabuk Bul<\/b> <\/span><\/span><\/u><\/span> <\/span> <\/span><\/span><\/div>\n
              Bu buton, 3B analitik model i\u00e7inde tek bir d\u00fc\u011f\u00fcm\u00fc, \u00e7er\u00e7eve eleman\u0131n\u0131 veya kabuk eleman\u0131n\u0131 bulmak i\u00e7in kullan\u0131labilir. <\/span><\/span><\/div>\n
                \n
              1. Bu fonksiyon, analitik modeldeki karars\u0131z elemanlar\u0131 veya birle\u015fim noktalar\u0131n\u0131 belirlemede yard\u0131mc\u0131 olur.<\/span><\/span><\/li>\n
              2. Ayr\u0131nt\u0131l\u0131 bilgi i\u00e7in l\u00fctfen \u015fu kayna\u011fa bak\u0131n:<\/span>  <\/span>Bina Analizi s\u0131ras\u0131nda tekillik veya b\u00fcy\u00fck deformasyon uyar\u0131lar\u0131 nas\u0131l kontrol edilir<\/span><\/a>.<\/span><\/li>\n<\/ol>\n
                \"Bilgi\"Bu \u00f6zelli\u011fi \u00e7a\u011f\u0131rmak i\u00e7in <\/span><\/span>CTRL + F<\/span><\/span><\/b> tu\u015flar\u0131na bas\u0131n<\/span>.<\/span><\/span><\/div>\n

                <\/span><\/div>\n
                Filtre <\/b><\/span><\/span><\/u><\/span> <\/span> <\/span><\/span> <\/span>
                <\/span><\/span><\/div>\n
                Etkinle\u015ftirildi\u011finde Filtre paneli s\u00fcrekli g\u00f6r\u00fcn\u00fcr kal\u0131r.  Devre d\u0131\u015f\u0131 b\u0131rak\u0131ld\u0131\u011f\u0131nda Filtre paneli kapan\u0131r. <\/span><\/span><\/div>\n
                  \n
                1. Karma\u015f\u0131k ve b\u00fcy\u00fck boyutlu modellerde filtreleme \u00f6zellikle \u00f6nemlidir. <\/span><\/span><\/li>\n
                2. Filtreler d\u00fc\u011fmesi kullan\u0131larak gereksiz detaylar kald\u0131r\u0131labilir veya geri getirilebilir.<\/span><\/span><\/li>\n
                3. G\u00f6r\u00fcn\u00fcmden herhangi bir kat seviyesini, aks\u0131 veya eleman tipini kald\u0131rarak modeldeki belirli bir detaya odaklanabilirsiniz.<\/span><\/span><\/li>\n<\/ol>\n

                  <\/span><\/div>\n
                  Ba\u011flant\u0131 Sorunlar\u0131<\/b><\/span><\/span><\/u><\/span> <\/span> <\/span>
                  <\/span><\/span><\/div>\n
                  Bu d\u00fc\u011fme, desteklenmeyen d\u00fc\u011f\u00fcmlere sahip t\u00fcm \u00e7er\u00e7eveleri tablo halinde listeler ve se\u00e7ildi\u011finde bunlar\u0131 vurgular. <\/span>
                  <\/span><\/div>\n

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

                  Elemanlar Sekmesi
                  <\/span><\/span><\/h2>\n

                  <\/span><\/span><\/div>\n
                  \n
                  <\/div>\n<\/div>\n
                  D\u00fc\u011f\u00fcmler<\/span><\/b> <\/span><\/span><\/u><\/span> <\/span>
                  <\/span><\/span><\/div>\n
                  D\u00fc\u011f\u00fcmler d\u00fc\u011fmesine bas\u0131ld\u0131\u011f\u0131nda ek se\u00e7enekler etkinle\u015fir:<\/span><\/span><\/div>\n
                    \n
                  1. "Etiketler"<\/span><\/span><\/i> <\/span> <\/span><\/span><\/span>dahili olarak \u00fcretilen d\u00fc\u011f\u00fcm numaralar\u0131n\u0131n g\u00f6r\u00fcnt\u00fclenmesini kontrol eder.<\/span><\/span><\/li>\n

                  2. <\/span><\/span>"Kaz\u0131k Kuvvetleri" kaz\u0131kl\u0131 radye temel kuvvetlerini g\u00f6sterir<\/span><\/li>\n
                  3. \u201cMesnetler\u201d<\/span><\/span><\/i> <\/span> & <\/span><\/span> <\/span>\u201cYaylar\u201d<\/span><\/span><\/span> <\/span><\/span><\/i> <\/span>bir d\u00fc\u011f\u00fcme atanm\u0131\u015f mesnet\/yay varsa bunlar\u0131 g\u00f6r\u00fcnt\u00fcler. <\/span><\/span><\/li>\n
                  4. \u201cD\u00fc\u011f\u00fcm Y\u00fckleri\u201d<\/span><\/span><\/i> <\/span>  her d\u00fc\u011f\u00fcme atanan <\/span><\/span><\/span>d\u00fc\u011f\u00fcm y\u00fcklerini g\u00f6sterir. <\/span><\/li>\n
                      \n
                    1. Bu simgenin her zaman etkin oldu\u011fundan emin olun; aksi halde Nominal Yatay Y\u00fckler ve r\u00fczgar y\u00fckleri gibi \u00f6nemli d\u00fc\u011f\u00fcm y\u00fckleri gizlenir. <\/span><\/span><\/li>\n<\/ol>\n<\/ol>\n
                      Diyaframlar<\/span><\/b><\/span><\/u> <\/span><\/span> <\/span><\/span> <\/span><\/div>\n
                      \u201cDiyaframlar\u201d<\/span><\/span><\/i> <\/span> <\/span><\/span><\/span>d\u00fc\u011f\u00fcmlerin modeldeki diyaframlara nas\u0131l ba\u011fland\u0131\u011f\u0131n\u0131 g\u00f6stermek i\u00e7in kullan\u0131labilir.  <\/span><\/span><\/div>\n
                        \n
                      1. Bu simgeye t\u0131kland\u0131\u011f\u0131nda, t\u00fcm diyaframlar\u0131 veya bireysel kat diyaframlar\u0131n\u0131 g\u00f6steren a\u00e7\u0131l\u0131r liste a\u00e7\u0131l\u0131r. <\/span><\/span><\/li>\n
                      2. Diyaframlar d\u00f6\u015femeler taraf\u0131ndan olu\u015fturulur. <\/span><\/span>\u00d6rnek detaylar i\u00e7in bak\u0131n\u0131z:<\/span> Diyafram Modelleme \u00d6rne\u011fi<\/span><\/a>.<\/span><\/span><\/li>\n<\/ol>\n
                        <\/p>\n
                        Mesnet Reaksiyonlar\u0131<\/span><\/b><\/span><\/u> <\/span><\/span> <\/span><\/span> <\/span><\/div>\n
                        Mesnet reaksiyonlar\u0131n\u0131 global koordinat sistemine g\u00f6re g\u00f6stermek i\u00e7in bunu etkinle\u015ftirin. 
                        <\/span><\/span><\/span><\/span><\/div>\n

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

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

                        \u00c7er\u00e7eve Eleman simgeleri <\/b><\/span><\/span><\/u><\/span> <\/span>
                        <\/span><\/span><\/div>\n
                        \u00c7er\u00e7eve d\u00fc\u011fmesine bas\u0131ld\u0131\u011f\u0131nda ek se\u00e7enekler etkinle\u015fir: 
                        <\/span><\/span><\/div>\n

                        <\/span><\/span><\/div>\n
                          \n
                        1. \u201cEtiketler<\/b>\u201d<\/span><\/span><\/i>  ger\u00e7ek  <\/span>eleman etiketlerini g\u00f6sterir, \u00f6rn. 1B1, 1C1. <\/span><\/span> <\/span><\/li>\n
                        2. \u201c\u00c7er\u00e7eve No<\/b>\u201d<\/span><\/span><\/i><\/span> , "Kesit<\/b>" ve "Malzeme<\/b>"  analiz s\u0131ras\u0131nda otomatik olarak atanan numaray\u0131 g\u00f6sterir.<\/span><\/span><\/li>\n
                        3. "Mafsallar<\/b>" eleman u\u00e7lar\u0131ndaki mafsallar\u0131 mor nokta ile g\u00f6sterir
                          <\/span><\/span><\/li>\n
                        4. "Yerel Eksenler<\/b>" her eleman\u0131n yerel eksenlerini g\u00f6sterir<\/span><\/span><\/li>\n
                        5. "Y\u00f6n<\/b>" her \u00e7er\u00e7eve eleman\u0131n\u0131n birinci ve ikinci ucunun hangisi oldu\u011funu g\u00f6sterir
                          <\/span><\/span><\/li>\n
                        6. "Daralt<\/b>" bir d\u00fc\u011f\u00fcme ba\u011flanan t\u00fcm \u00e7er\u00e7eve elemanlar\u0131n\u0131 daralt\u0131r <\/span><\/span><\/li>\n
                        7. "Kat\u0131 Model<\/b>" elemanlar\u0131n ger\u00e7ek boyutunu g\u00f6rselle\u015ftirmek i\u00e7in fiziksel modeli gri renkte g\u00f6sterir. <\/span><\/span><\/li>\n<\/ol>\n
                          Rijit Elemanlar<\/b><\/span><\/span><\/u> <\/span> <\/span><\/span> <\/span><\/div>\n
                          Herhangi bir rijit eleman <\/span><\/span>\u201cRijit Elemanlar\u201d<\/span><\/span><\/i><\/span> <\/span> se\u00e7ene\u011fi kullan\u0131larak g\u00f6r\u00fcnt\u00fclenebilir. <\/span><\/span>3 t\u00fcr rijit eleman bulunur: <\/span><\/span><\/div>\n
                          <\/p>\n
                            \n
                          1. Rijit kiri\u015f,<\/span><\/span> <\/span>Orta Paye Duva<\/span>r<\/span><\/a> <\/span>varsay\u0131m\u0131n\u0131n \u00fcst k\u0131sm\u0131nda yer al\u0131r.<\/span><\/span> 
                            <\/span><\/li>\n
                          2. Rijit ba\u011flant\u0131lar,<\/span><\/span> <\/span><\/span><\/span>Rijit B\u00f6lge<\/span><\/span><\/a> se\u00e7ildi\u011finde olu\u015fturulur.<\/span><\/span><\/span>
                            <\/span><\/li>\n
                          3. Kolonlar taraf\u0131ndan desteklenen ofsetli kiri\u015fleri desteklemek i\u00e7in otomatik olu\u015fturulan rijit ba\u011flant\u0131lar<\/span><\/span><\/a>.  <\/span><\/span><\/li>\n
                              \n
                            1. Bkz.: <\/span>Ofsetli kiri\u015fleri desteklemek i\u00e7in kolonlar\u0131n i\u00e7inde otomatik olarak olu\u015fturulan rijit ba\u011flant\u0131lar<\/span><\/a><\/span><\/li>\n<\/ol>\n<\/ol>\n

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


                              <\/span><\/div>\n
                              \u00c7er\u00e7eve Y\u00fckleri<\/b><\/span><\/span><\/u> <\/span> <\/span><\/span> <\/span><\/div>\n
                              "\u00c7er\u00e7eve Y\u00fckleri" kiri\u015fe etkiyen tekil y\u00fckleri, yay\u0131l\u0131 y\u00fckleri ve kullan\u0131c\u0131 tan\u0131ml\u0131 y\u00fckleri analitik model \u00fczerinde g\u00f6sterir. <\/span><\/span><\/div>\n
                              <\/div>\n
                              \u00c7er\u00e7eve Y\u00fckleri Etiketleri<\/b><\/span><\/u><\/span>
                              <\/span><\/div>\n
                              \u00c7er\u00e7eve y\u00fcklerinin de\u011ferlerini g\u00f6sterir. <\/span><\/span><\/div>\n

                              <\/span><\/div>\n
                              Kabuk Elemanlar\u0131<\/b> <\/span><\/span><\/u><\/span> <\/span>
                              <\/span><\/span><\/div>\n
                              Kabuk d\u00fc\u011fmesine bas\u0131ld\u0131\u011f\u0131nda ek se\u00e7enekler etkinle\u015fir: <\/span><\/span><\/div>\n
                                \n
                              1. " <\/i>Etiketler<\/b>\u201d<\/i><\/span><\/span> <\/span> kabuk<\/span><\/span><\/span> numaralar\u0131n\u0131 g\u00f6r\u00fcnt\u00fclemek i\u00e7in. <\/span><\/span>
                                <\/span><\/li>\n
                              2. "Daralt<\/b>\u201d<\/i><\/span><\/span>  kabuk elemanlar\u0131n\u0131 kom\u015fu elemanlardan ay\u0131rarak ba\u011flant\u0131 bilgisinin kolayca ay\u0131rt edilmesini sa\u011flar.<\/span><\/span>
                                <\/span><\/li>\n
                              3. "Y\u00fczey"<\/b> kabuklar\u0131 renklendirmek \/ g\u00f6lgelendirmek i\u00e7in 
                                <\/span><\/li>\n
                              4. "Kal\u0131nl\u0131k<\/b>" kabuk kal\u0131nl\u0131\u011f\u0131n\u0131 g\u00f6sterir
                                <\/span><\/li>\n
                              5. "Bas\u0131n\u00e7<\/b>" kabuk \u00fczerindeki da\u011f\u0131t\u0131lm\u0131\u015f bas\u0131n\u00e7 y\u00fcklerini g\u00f6sterir
                                <\/span><\/li>\n
                              6. "Yerel Eksen<\/b>" kabu\u011fun 3 y\u00f6nl\u00fc yerel eksenlerini g\u00f6sterir
                                <\/span><\/li>\n
                              7. "Kat\u0131 Model<\/b>" ger\u00e7ek fiziksel eleman\u0131 tam kal\u0131nl\u0131\u011f\u0131yla g\u00f6stermek i\u00e7in. <\/span><\/li>\n<\/ol>\n
                                Yaln\u0131zca Se\u00e7ili Elemanlara Odaklan<\/span><\/u>  <\/span><\/b><\/div>\n
                                <\/div>\n
                                Yaln\u0131zca se\u00e7ili \u00e7er\u00e7eve eleman\u0131n\u0131n sonu\u00e7lar\u0131n\u0131 (yer de\u011fi\u015ftirme veya kuvvet diyagramlar\u0131) g\u00f6r\u00fcnt\u00fclemenizi sa\u011flar (di\u011fer elemanlar\u0131n sonu\u00e7lar\u0131 gizlenir)
                                <\/span><\/div>\n
                                Yaln\u0131zca \u00e7er\u00e7eve elemanlar\u0131na (kiri\u015f, kolon, orta paye duvar\u0131) uygulan\u0131r, kabuk elemanlar\u0131na uygulanmaz. Ad\u0131mlar: <\/span><\/span>
                                <\/span><\/div>\n
                                1.  Bu d\u00fc\u011fmeyi etkinle\u015ftirin<\/span><\/span>
                                <\/span><\/div>\n
                                2.  <\/span>Sonu\u00e7lar<\/span><\/b> sekmesinde "<\/span>Deplasman<\/span><\/b>" ve\/veya kuvvet "Diyagram\u0131"n\u0131 (N, V, T, M) etkinle\u015ftirin. <\/span><\/span><\/div>\n
                                3.  Tek veya birden fazla \u00e7er\u00e7eve eleman\u0131 se\u00e7in, \u00f6rne\u011fin kiri\u015f, kolon veya kabuk perde.<\/span><\/span><\/div>\n
                                \n
                                <\/p>\n
                                \"Notlar\"<\/div>\n
                                2. ve 3. ad\u0131mlar ters s\u0131rayla da uygulanabilir. <\/span><\/div>\n

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

                                Eleman \u0130pu\u00e7lar\u0131n\u0131 G\u00f6ster<\/b> <\/span><\/span><\/u><\/div>\n
                                \n
                                Fare bir kabuk eleman \u00fczerine getirildi\u011finde, se\u00e7ilen kabuk eleman i\u00e7in ba\u011flant\u0131 bilgisi ve analiz sonucunu i\u00e7eren ipucu pencereleri g\u00f6r\u00fcn\u00fcr.<\/span>
                                <\/span><\/div>\n
                                <\/div>\n
                                <\/div>\n<\/div>\n

                                Sonu\u00e7lar Sekmesi<\/span>
                                <\/h2>\n
                                <\/div>\n
                                <\/div>\n
                                Deplasmanlar, \u00c7er\u00e7eve Eleman\u0131 Sonu\u00e7lar\u0131 ve Konturlar, <\/span><\/span> <\/span>\u201cY\u00fckleme\u201d<\/span><\/span><\/i> <\/span> <\/span><\/span><\/span> <\/span>listesinde se\u00e7ilen y\u00fck durumu i\u00e7in g\u00f6r\u00fcnt\u00fclenir.<\/span><\/span> <\/span>
                                <\/span><\/span><\/div>\n

                                <\/span><\/span><\/div>\n
                                \u00d6zde\u011fer analizi ger\u00e7ekle\u015ftirilmi\u015fse, binan\u0131n mod \u015fekilleri hesaplanm\u0131\u015f olur ve modlar <\/span><\/span> <\/span>\u201cY\u00fckleme\u201d<\/span><\/span><\/i> <\/span> listesinden mod \u015feklini g\u00f6rmek i\u00e7in se\u00e7ilebili<\/span>r.<\/span>
                                <\/span><\/div>\n

                                <\/span><\/div>\n
                                Deplasmanlar<\/span><\/b><\/span><\/span> <\/span><\/u> <\/div>\n
                                <\/div>\n
                                D\u00fc\u011f\u00fcm noktalar\u0131ndaki \u00f6teleme ve d\u00f6nme de\u011ferleri bile\u015fke olarak veya global y\u00f6nlerin her birinde ayr\u0131 ayr\u0131 g\u00f6sterilebilir. A\u00e7\u0131l\u0131 sistemlerde ortogonal olmayan deplasmanlar incelenecekse <\/span><\/span> <\/span>\u201cBile\u015fke\u201d<\/b><\/span><\/span><\/i> <\/span> <\/span><\/span><\/span> <\/span>se\u00e7ene\u011fi kullan\u0131labilir. <\/span><\/span> <\/span>Deplasman g\u00f6sterimini canland\u0131rmak i\u00e7in <\/span><\/span><\/span> <\/span>\u201cAnimasyon<\/b>\u201d<\/span><\/span><\/i> <\/span>\u2019u se\u00e7in.<\/span><\/span><\/span><\/div>\n

                                <\/span><\/span><\/div>\n
                                Deplasman de\u011ferlerinin ondal\u0131k hassasiyeti <\/span><\/span> <\/span>\u201cBirim ve Bi\u00e7im<\/a>\u201d<\/span><\/span><\/i> <\/span> b\u00f6l\u00fcm\u00fcnden, <\/span><\/span> <\/span>\u201cAyarlar Merkezi<\/b>\u201d<\/span><\/span><\/i> i\u00e7inde ayarlanabilir. <\/span>
                                <\/span><\/span><\/div>\n

                                <\/span><\/span><\/div>\n
                                Deplasman varsay\u0131lan olarak "Otomatik \u00d6l\u00e7ek<\/b>" bi\u00e7iminde ayarl\u0131d\u0131r. Deplasman \u00f6l\u00e7e\u011fini ayarlamak i\u00e7in<\/span><\/span> <\/span> \u201cOtomatik \u00d6l\u00e7ek<\/b>\u201d<\/span><\/span><\/i> <\/span> <\/span><\/span><\/span> <\/span>kutusunun i\u015faretini kald\u0131r\u0131n ve de\u011feri elle <\/span><\/span> <\/span>\u201c\u00d6l\u00e7ek<\/b><\/span><\/span><\/i> <\/span>\u201d<\/span><\/span><\/span> <\/span> alan\u0131na girin.<\/span><\/span><\/div>\n

                                <\/span><\/span><\/div>\n
                                 <\/span><\/span> <\/span>\u201cK\u00fcbik E\u011fri<\/b>\u201d<\/span><\/span><\/i> <\/span> <\/span><\/span><\/span> <\/span>se\u00e7ene\u011fi, elemanlar \u00fczerindeki y\u00fcklemeyi dikkate alarak \u00e7er\u00e7eve ve kabuk elemanlar\u0131n\u0131n deplasmanlar\u0131n\u0131 \u00e7izer; bu se\u00e7enek kald\u0131r\u0131l\u0131rsa deplasmanlar yaln\u0131zca d\u00fc\u011f\u00fcm noktalar\u0131nda \u00e7izilir.<\/span><\/span>
                                <\/span><\/div>\n

                                <\/span><\/div>\n
                                Animasyon<\/b><\/span><\/u>
                                <\/span><\/span><\/div>\n
                                Daha iyi g\u00f6rselle\u015ftirme i\u00e7in deplase olmu\u015f \u015fekli canland\u0131rmak \u00fczere t\u0131klay\u0131n. Bu, elemanlar\u0131n birbirine do\u011fru ba\u011fland\u0131\u011f\u0131n\u0131 do\u011frulamak i\u00e7in \u00f6zellikle yararl\u0131d\u0131r. Ba\u011fl\u0131 de\u011fillerse, ayr\u0131 elemanlar olarak deplase olduklar\u0131 a\u00e7\u0131k\u00e7a g\u00f6r\u00fcl\u00fcr. 
                                <\/span><\/div>\n

                                <\/span><\/div>\n
                                Deplasman De\u011ferleri<\/span><\/u><\/div>\n
                                Ger\u00e7ek deplasman de\u011ferlerini g\u00f6stermek i\u00e7in t\u0131klay\u0131n. A\u00e7\u0131klamalar a\u015fa\u011f\u0131daki gibidir: <\/span><\/div>\n
                                \n
                                  \n
                                1. X <\/b>= Global yatay plan deplasman\u0131. <\/span><\/li>\n
                                2. Y <\/b>= Global d\u00fc\u015fey plan deplasman\u0131.  <\/span><\/li>\n
                                3. Z <\/b>= Kat y\u00fcksekli\u011fi boyunca global deplasman. <\/span><\/li>\n
                                4. R <\/b>= 3B uzaydaki bile\u015fke de\u011fer.<\/span><\/li>\n
                                5. Rx, Ry<\/b> ve Rz<\/b>, d\u00fc\u011f\u00fcm noktalar\u0131n\u0131n radyan cinsinden d\u00f6nme de\u011ferleridir.<\/span><\/li>\n<\/ol>\n
                                  Diyagramlar<\/b> <\/span><\/span><\/u><\/div>\n<\/div>\n

                                  <\/span><\/div>\n
                                  Bir \u00e7er\u00e7eve eleman\u0131na ait 6 kuvvet ve moment bile\u015feni vard\u0131r; bunlar\u0131n her biri a\u00e7\u0131l\u0131r listeden g\u00f6r\u00fcnt\u00fclenebilir:<\/span><\/span><\/div>\n
                                    \n
                                  1. N :<\/span><\/span><\/b><\/span> Eksenel Y\u00fck. Negatif<\/b> de\u011fer = Bas\u0131n\u00e7<\/b>. Pozitif<\/b> de\u011fer = \u00c7ekme<\/b>. 
                                    <\/span><\/span><\/li>\n
                                  2. T :<\/span><\/span><\/b><\/span> <\/span><\/span><\/b>Burulma Momenti
                                    <\/span><\/span><\/li>\n
                                  3. V2 :<\/span><\/span><\/b><\/span> Eleman yerel 2 ekseni boyunca kesme kuvveti (kiri\u015f ve perdenin maj\u00f6r kesmesi; kolonun 2 y\u00f6n\u00fcndeki kesmesi)
                                    <\/span><\/span><\/li>\n
                                  4. V3 :<\/span><\/span><\/b><\/span> Eleman yerel 3 ekseni boyunca kesme kuvvetleri (kiri\u015f ve perdenin min\u00f6r kesmesi; kolonun 3 y\u00f6n\u00fcndeki kesmesi)
                                    <\/span><\/span><\/li>\n
                                  5. M22 :<\/span><\/span><\/b><\/span> Eleman yerel 2 ekseni etraf\u0131ndaki e\u011filme momentleri (kiri\u015f ve perdenin min\u00f6r momenti; kolonun 2 y\u00f6n\u00fc etraf\u0131ndaki momenti)
                                    <\/span><\/span><\/li>\n
                                  6. M33 :<\/span><\/span><\/b> <\/span><\/span><\/span>Eleman yerel 3 ekseni etraf\u0131ndaki e\u011filme momentleri (kiri\u015f ve perdelerin maj\u00f6r momenti; kolonun 3 y\u00f6n\u00fc etraf\u0131ndaki momenti)
                                    Diyagram de\u011ferlerini ekranda g\u00f6rmek i\u00e7in <\/span><\/span>\u201cEtiketler\u201d<\/b><\/span><\/span><\/i> <\/b><\/span><\/span><\/span>se\u00e7ene\u011fini se\u00e7in.<\/span><\/span><\/li>\n<\/ol>\n
                                    Rijit elemanlar i\u00e7in de moment veya kuvvet diyagramlar\u0131 \u00e7izdirmek i\u00e7in <\/span><\/span> <\/span>\u201cRijit Elemanlar<\/span><\/span><\/i> <\/span>\u201d<\/span><\/span><\/span> <\/span> kutusunu <\/span><\/span> <\/span>\u201cG\u00f6r\u00fcn\u00fcm Ayarlar\u0131\u201d<\/span><\/span><\/i> <\/span> men\u00fcs\u00fcnde i\u015faretleyin.<\/span><\/span> <\/span>
                                    <\/span><\/span><\/div>\n

                                    <\/span><\/span><\/div>\n
                                    Diyagramlara ilk y\u00fcklendiklerinde otomatik bir \u00f6l\u00e7ek atan\u0131r. <\/span><\/span> <\/span>\u201cOtomatik \u00d6l\u00e7ek\u201d<\/span><\/span><\/i> <\/span> <\/span><\/span><\/span> <\/span>kutusunun i\u015faretini <\/span><\/span> <\/span>\u201cG\u00f6r\u00fcn\u00fcm Ayarlar\u0131\u201d<\/span><\/span><\/span> <\/span> men\u00fcs\u00fcnde kald\u0131r\u0131n ve farkl\u0131 bir \u00f6l\u00e7ek kullanmak i\u00e7in <\/span><\/span> <\/span>\u201c\u00d6l\u00e7ek\u201d<\/span><\/span><\/i> <\/span> alan\u0131na elle bir de\u011fer girin.<\/span><\/span>
                                    <\/span><\/div>\n
                                    <\/div>\n
                                    Rijit Ba\u011flant\u0131<\/b><\/span><\/u><\/span><\/div>\n
                                    Rijit ba\u011flant\u0131daki e\u011filme momentini ve kuvvetleri g\u00f6r\u00fcnt\u00fclemek i\u00e7in Diyagramlar’a t\u0131klay\u0131p Rijit Ba\u011flant\u0131 sekmesine t\u0131klay\u0131n.
                                    <\/span><\/span><\/div>\n

                                    <\/span><\/span><\/div>\n
                                    \n
                                    B\u00fcy\u00fct\u00fclm\u00fc\u015f Deprem Tasar\u0131m Sonu\u00e7lar\u0131n\u0131 G\u00f6ster<\/b><\/span><\/u><\/span><\/div>\n<\/div>\n
                                    B\u00fcy\u00fct\u00fclm\u00fc\u015f deprem tasar\u0131m kuvvetleri, bir yap\u0131n\u0131n deprem s\u0131ras\u0131nda maruz kald\u0131\u011f\u0131, do\u011frusal elastik analizden hesaplanan de\u011ferin \u00f6tesindeki art\u0131r\u0131lm\u0131\u015f deprem kuvvetlerini ifade eder.
                                    <\/span><\/span><\/span><\/div>\n

                                    <\/span><\/span><\/span><\/div>\n
                                    Hareketli Y\u00fck Azaltmal\u0131 Kombinasyon Sonu\u00e7lar\u0131n\u0131 G\u00f6ster<\/u><\/b><\/span><\/span><\/div>\n
                                    Hareketli y\u00fck azaltmas\u0131 uygulanm\u0131\u015f kombinasyon kuvvetlerini g\u00f6sterir.<\/span><\/span><\/span><\/div>\n
                                    <\/div>\n
                                    D\u00f6\u015feme \u015eeritleri<\/b><\/span><\/span><\/u>
                                    <\/span><\/div>\n
                                    Varsay\u0131lan olarak, \u201cD\u00f6\u015feme \u015eeritleri\u201d \u015ferit grubundaki \u201cDiyagramlar\u201d a\u00e7\u0131l\u0131r men\u00fcs\u00fc devre d\u0131\u015f\u0131d\u0131r.<\/span> <\/span> <\/div>\n
                                    <\/p>\n
                                    <\/p>\n
                                    \"Notlar\"<\/div>\n
                                    Bu buton yaln\u0131zca Sonlu Eleman D\u00f6\u015feme \u015eeridi modellendi\u011finde kullan\u0131labilir.<\/span><\/div>\n

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

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

                                    Kullan\u0131c\u0131lar, moment diyagram\u0131n\u0131 yaln\u0131zca bir d\u00f6\u015feme \u015feridi i\u00e7in ya da X veya Y y\u00f6n\u00fcndeki t\u00fcm d\u00f6\u015feme \u015feritleri i\u00e7in g\u00f6r\u00fcnt\u00fclemeyi se\u00e7ebilir. <\/span><\/span> <\/div>\n
                                    <\/div>\n
                                    <\/div>\n
                                    <\/div>\n
                                      \n
                                    1. Md =<\/span><\/b> Wood-Armer Etkileri a\u00e7\u0131k
                                      <\/span><\/li>\n
                                    2. M<\/span><\/b> = Wood-Armer Etkileri yok say\u0131l\u0131r<\/span><\/li>\n<\/ol>\n
                                      Sonu\u00e7 Toplama Y\u00f6ntemi<\/span><\/b> d\u00f6\u015feme \u015feritleri i\u00e7in : <\/span><\/span><\/div>\n
                                        \n
                                      1. Maksimum – <\/span><\/span><\/b>Her istasyondaki yanal d\u00fc\u011f\u00fcmlerin maksimum de\u011feridir.
                                        <\/span><\/span><\/li>\n
                                      2. \u0130ntegral – <\/span><\/span><\/b>Bu d\u00fc\u011f\u00fcmlerin integralinden hesaplanan de\u011ferdir. <\/span><\/span><\/li>\n
                                      3. \u015eerit Hatt\u0131 <\/span><\/span><\/b>– Yaln\u0131zca istasyon d\u00fc\u011f\u00fcmlerindeki de\u011ferleri g\u00f6sterir; yanal d\u00fc\u011f\u00fcmler dikkate al\u0131nmaz. <\/span><\/span><\/li>\n<\/ol>\n
                                        <\/span><\/div>\n
                                        <\/div>\n
                                        Kolon Yama B\u00f6lgesi Sonu\u00e7lar\u0131n\u0131 Dahil Et : <\/span><\/b><\/span>
                                        <\/span><\/div>\n
                                          \n
                                        1. Bu se\u00e7enek i\u015faretlendi\u011finde, panel yamalar\u0131 i\u00e7indeki sonu\u00e7lar FE Sabit Bant \u015eerit diyagram\u0131na dahil edilir. Bu \u015fekilde tepe mesnet momenti g\u00f6r\u00fclebilir.<\/span><\/span>
                                          <\/span><\/li>\n
                                        2. Diyagram penceresinde bu se\u00e7enek i\u015faretli de\u011filse, yama b\u00f6lgeleri i\u00e7indeki \u00fcst e\u011filme momenti sonu\u00e7lar\u0131 FE Sabit Bant \u015eerit diyagram\u0131ndan hari\u00e7 tutulur.<\/span><\/li>\n<\/ol>\n
                                          \n
                                          <\/p>\n
                                          \"Bilgi\"<\/div>\n
                                          Kolon yamal\u0131 d\u00fcz d\u00f6\u015feme analizi ve tasar\u0131m\u0131 hakk\u0131nda daha fazla bilgi i\u00e7in bkz.:<\/span>  D\u00fcz D\u00f6\u015femelerle \u00c7al\u0131\u015fma<\/a><\/div>\n

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

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

                                          Kontur Sekmesi
                                          <\/span><\/h2>\n
                                          Kontur sekmesi yaln\u0131zca d\u00f6\u015feme veya perde duvarlar i\u00e7in sonlu eleman kabu\u011fu kullan\u0131ld\u0131\u011f\u0131nda ge\u00e7erlidir. <\/span><\/span><\/span><\/span>
                                          <\/span><\/div>\n<\/div>\n
                                          <\/div>\n

                                          <\/span><\/b><\/span><\/u><\/span><\/div>\n
                                          Konturlar<\/span><\/b><\/span><\/u><\/span> <\/span> <\/span>
                                          <\/span><\/div>\n

                                          <\/span><\/div>\n
                                          Duvarlar\u0131n analitik modellemesi i\u00e7in<\/span> <\/span>\u201cFE Kabuk Modeli\u201d<\/span><\/span><\/i> kullan\u0131l\u0131yorsa ve D\u00f6\u015feme A\u011fl\u0131 Bina analizi yap\u0131lm\u0131\u015fsa, bu d\u00fc\u011fme duvarlar ve d\u00f6\u015femeler \u00fczerinde g\u00f6lgeli veya \u00e7izgisel konturlar\u0131n g\u00f6r\u00fcnt\u00fclenmesini sa\u011flar.<\/span><\/div>\n
                                          <\/p>\n
                                          \"Notlar\"<\/div>\n
                                          Kabuk i\u00e7 kuvvetleri, eleman\u0131n birim uzunlu\u011fu i\u00e7in verilir.<\/span><\/div>\n

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

                                          Kontur aral\u0131k say\u0131s\u0131 "Miktar" alan\u0131ndan ayarlanabilir.<\/span><\/div>\n

                                          <\/span><\/div>\n
                                          Lejant<\/span><\/b> <\/span><\/span><\/u><\/span>
                                          <\/span><\/div>\n
                                          Se\u00e7ili kontur se\u00e7ene\u011fi i\u00e7in lejant\u0131 g\u00f6r\u00fcnt\u00fclemek \u00fczere bu d\u00fc\u011fmeyi kullan\u0131n. Kontur g\u00f6r\u00fcn\u00fcm\u00fc etkin oldu\u011fu s\u00fcrece lejant g\u00f6r\u00fcn\u00fcmde kal\u0131r.<\/span><\/div>\n
                                          <\/p>\n

                                          <\/span><\/div>\n
                                          \"Bilgi\"Buradaki Kontur simgeleri FE D\u00f6\u015feme Modeli ile ayn\u0131d\u0131r (FE D\u00f6\u015feme Analizi i\u00e7in bkz.:  <\/span>Sonlu Elemanlar D\u00f6\u015feme Analizi<\/a><\/span><\/div>\n

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

                                          Perde Duvar Kabu\u011fu<\/span><\/u>
                                          <\/h3>\n
                                          A\u015fa\u011f\u0131daki g\u00f6r\u00fcnt\u00fc, FE perde duvar konturuna bir \u00f6rnek g\u00f6stermektedir. Perde duvar\u0131n F11, F22, F12 vb. kuvvetlerini g\u00f6r\u00fcnt\u00fcleyebilirsiniz. <\/span><\/div>\n
                                          <\/div>\n

                                          <\/span><\/u><\/div>\n
                                          <\/div>\n
                                          A\u015fa\u011f\u0131daki g\u00f6r\u00fcnt\u00fc, duvardaki i\u00e7 kuvvetleri yorumlamak i\u00e7in kullan\u0131lan kabuk eleman\u0131 i\u015faret kural\u0131n\u0131 g\u00f6stermektedir. \u0130\u00e7 kuvvetler i\u00e7in kullan\u0131lan eksenlerin yerel eksenler oldu\u011funa dikkat edin.
                                          <\/span><\/div>\n
                                            \n
                                          1. F11<\/span><\/b> – 1 numaral\u0131 y\u00fczde, 1 numaral\u0131 do\u011frultu boyunca do\u011frudan membran kuvveti.
                                            <\/span><\/li>\n
                                          2. F22<\/span><\/b> – 2 numaral\u0131 y\u00fczde, 2 numaral\u0131 do\u011frultu boyunca do\u011frudan membran kuvveti.
                                            <\/span><\/li>\n
                                          3. F12 <\/b>– 1 numaral\u0131 y\u00fczde, 2 numaral\u0131 do\u011frultu boyunca kesme membran kuvveti.<\/span><\/li>\n
                                          4. V13<\/b> –  1 numaral\u0131 kenarda ortalama d\u00fczlem d\u0131\u015f\u0131 d\u00fc\u011f\u00fcm noktas\u0131 kesme kuvveti<\/span><\/li>\n
                                          5. V23<\/b> –  2 numaral\u0131 kenarda ortalama d\u00fczlem d\u0131\u015f\u0131 d\u00fc\u011f\u00fcm noktas\u0131 kesme kuvveti<\/span><\/li>\n<\/ol>\n
                                            <\/div>\n

                                            <\/span><\/u><\/div>\n
                                            \n
                                              \n
                                            1. M1<\/span><\/b> – Birim uzunluk ba\u015f\u0131na yerel 1 numaral\u0131 do\u011frultu boyunca plak e\u011filme momenti.
                                              <\/span><\/li>\n
                                            2. M2<\/span><\/b> –  Birim uzunluk ba\u015f\u0131na yerel 2 numaral\u0131 do\u011frultu boyunca plak e\u011filme momenti.<\/span><\/span><\/li>\n
                                            3. M12<\/span><\/b> – Birim uzunluk ba\u015f\u0131na burulma momenti.<\/span><\/li>\n<\/ol>\n<\/div>\n
                                              \n
                                              \n
                                              \"Bilgi\"\"Notlar\"ProtaStructure, kontur \u00e7izgilerini her kabu\u011fun k\u00f6\u015fesindeki d\u00fc\u011f\u00fcm noktalar\u0131ndaki sonu\u00e7lardan enterpolasyon yoluyla t\u00fcretir. Bu nedenle sonu\u00e7lar\u0131 yorumlarken ve kar\u015f\u0131la\u015ft\u0131r\u0131rken a\u011f hassasiyeti dikkate al\u0131nmal\u0131d\u0131r. A\u011f boyutu \u201cBina Analizi > <\/span>Model Se\u00e7enekleri<\/u><\/a> > "Perde Duvar Modeli"\u201d \u00fczerinden kontrol edilebilir.<\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/div>\n

                                              FE Kabuklar\u0131 Kullan\u0131larak Perde Duvar\u0131n Bile\u015fke Kuvvetlerinin T\u00fcretilmesi<\/u> 
                                              <\/span><\/h3>\n
                                              Modeldeki perde duvarlar\u0131n kuvvetlerini g\u00f6rselle\u015ftirmek veya kar\u015f\u0131la\u015ft\u0131rmak istiyorsan\u0131z, tekil kabuk kuvvetlerini incelemek faydal\u0131d\u0131r.  Ancak kabuk de\u011ferleri duvar tasar\u0131m\u0131nda do\u011frudan kullan\u0131lamaz; eksenel, kesme ve moment kuvveti i\u00e7in toplam bir bile\u015fke de\u011fer elde etmek \u00fczere t\u00fcm kabuk kuvvetlerinin do\u011fru \u015fekilde toplanmas\u0131 gerekir.   <\/span><\/div>\n

                                              <\/span><\/div>\n
                                              Bunu sa\u011flamak i\u00e7in ProtaStructure, FE kabuk elemanlar\u0131yla modellenen perde duvarlar\u0131n \u00fcst ve alt k\u0131s\u0131mlar\u0131ndaki toplam kuvvetleri hesaplamak amac\u0131yla otomatik olarak Grup Toplam\u0131<\/b> y\u00f6ntemini kullan\u0131r:
                                              <\/span><\/div>\n
                                                \n
                                              1. Bu y\u00f6ntem, kabuk elemanlar\u0131ndaki d\u00fc\u011f\u00fcm noktas\u0131 kuvvetlerinin bile\u015fkesini hesaplar ve bunlar\u0131 perde duvar\u0131n veya \u00e7ekirdek perdenin geometrik merkezinde temsil eder.  
                                                <\/span><\/li>\n
                                              2. Bile\u015fke kuvvetler, Mid-Pier Perde Duvar\u0131<\/u><\/a> varsay\u0131m\u0131nda oldu\u011fu gibi g\u00f6r\u00fcnt\u00fclenebilir; bunun i\u00e7in Sonu\u00e7lar<\/b> sekmesi > "Diyagramlar<\/b>" > <\/span>N, V2, V3, M22, M33<\/span><\/b>  se\u00e7ilir (\u00f6rnek a\u015fa\u011f\u0131dad\u0131r)<\/span><\/li>\n<\/ol>\n
                                                \n
                                                <\/div>\n<\/blockquote>\n
                                                <\/div>\n
                                                \n
                                                <\/p>\n
                                                \"Notlar\"<\/div>\n
                                                Detayl\u0131 do\u011frulama s\u00fcreci i\u00e7in bu tasar\u0131m k\u0131lavuzuna ba\u015fvurun:<\/span> Sonlu Eleman Kabuklar\u0131 Kullan\u0131larak Grup Toplam\u0131 ve Perde Duvar\/\u00c7ekirdek Perde Kuvvetleri<\/a><\/div>\n

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

                                                \n

                                                D\u00f6\u015feme Kabu\u011fu<\/span><\/b><\/span><\/u>
                                                <\/h3>\n
                                                A\u015fa\u011f\u0131daki g\u00f6r\u00fcnt\u00fc, sonlu eleman d\u00f6\u015feme konturuna bir \u00f6rnek g\u00f6stermektedir. D\u00f6\u015femedeki kesme kuvvetleri, e\u011filme momentleri ve gerekli donat\u0131 alan\u0131na ait analiz sonu\u00e7lar\u0131 konturunu g\u00f6r\u00fcnt\u00fcleyebilirsiniz.<\/span><\/div>\n
                                                <\/div>\n
                                                \n
                                                <\/div>\n
                                                <\/div>\n
                                                <\/div>\n
                                                  \n
                                                1. V13<\/span><\/b> 1. y\u00fczeyde yerel eksen 3 y\u00f6n\u00fcnde etkiyen d\u00fczlem d\u0131\u015f\u0131 kesme kuvvetidir.
                                                  <\/span><\/li>\n
                                                2. V23<\/span><\/b> 2. y\u00fczeyde yerel eksen 3 y\u00f6n\u00fcnde etkiyen d\u00fczlem d\u0131\u015f\u0131 kesme kuvvetidir.
                                                  <\/span><\/li>\n
                                                3. M1<\/span><\/b> <\/span>, birim uzunluk ba\u015f\u0131na Y\u00f6n-1 etraf\u0131ndaki momenttir.<\/span><\/span>
                                                  <\/span><\/li>\n
                                                4. M2<\/span><\/b> <\/span>, birim uzunluk ba\u015f\u0131na Y\u00f6n-2 etraf\u0131ndaki momenttir.<\/span><\/span>
                                                  <\/span><\/li>\n
                                                5. M12<\/span><\/b> <\/span>, birim uzunluk ba\u015f\u0131na burulma momentidir.<\/span><\/span><\/li>\n<\/ol>\n<\/div>\n<\/div>\n
                                                  <\/div>\n
                                                  \n
                                                  \n
                                                  <\/p>\n
                                                  \"Notlar\"<\/div>\n
                                                  Building Analysis yerine Sonlu Eleman D\u00f6\u015feme Analizi \u00e7al\u0131\u015ft\u0131r\u0131yorsan\u0131z, <\/span><\/span>Sonlu Elemanlar D\u00f6\u015feme Analizi<\/span><\/span><\/a> makalesine ba\u015fvurabilirsiniz<\/span><\/span>.<\/div>\n

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

                                                  Analitik Modelde Ek Kullan\u0131c\u0131 Etkile\u015fimi 
                                                  <\/span><\/h2>\n
                                                  \n
                                                  En son ProtaStructure <\/span>2025<\/span><\/b> s\u00fcr\u00fcm\u00fcnde, Analitik <\/span><\/span>Post Processor’daki kullan\u0131c\u0131 etkile\u015fimlerinde \u00f6nemli iyile\u015ftirmeler yap\u0131lm\u0131\u015ft\u0131r.<\/span><\/span><\/div>\n<\/div>\n

                                                  Pencere Se\u00e7imi<\/span><\/span>
                                                  <\/span><\/h3>\n
                                                  <\/p>\n

                                                  Art\u0131k modelin bir b\u00f6l\u00fcm\u00fcn\u00fc \u00e7evresine kutu \u00e7izerek se\u00e7ebilirsiniz.<\/span><\/span><\/span><\/p>\n

                                                    <\/div>\n
                                                  \n

                                                  Se\u00e7ilen Elemanlar\u0131n \u0130zole Edilmesi<\/span><\/span><\/span>
                                                  <\/h3>\n
                                                  Pencere se\u00e7imiyle bir veya daha fazla eleman se\u00e7tikten sonra sa\u011f t\u0131klay\u0131p Yaln\u0131zca Se\u00e7ilenleri G\u00f6ster<\/b> <\/span>komutunu se\u00e7in. Sonu\u00e7lar yaln\u0131zca modelin se\u00e7ilen b\u00f6l\u00fcm\u00fc i\u00e7in g\u00f6r\u00fcnt\u00fclenir.<\/span><\/div>\n<\/div>\n
                                                  <\/div>\n
                                                  <\/div>\n
                                                  Modelin tamam\u0131n\u0131 tekrar g\u00f6r\u00fcnt\u00fclemek i\u00e7in sa\u011f t\u0131klay\u0131p T\u00fcm\u00fcn\u00fc G\u00f6ster komutunu se\u00e7in. <\/span><\/div>\n

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

                                                  Se\u00e7ilen Elemanlar\u0131n Gizlenmesi
                                                  <\/span><\/span><\/h3>\n
                                                  <\/p>\n

                                                  Yaln\u0131zca se\u00e7ilen elemanlar\u0131 g\u00f6stermek yerine bunlar\u0131 gizlemeyi de se\u00e7ebilirsiniz. Bunun i\u00e7in bir veya daha fazla eleman se\u00e7in, sa\u011f t\u0131klay\u0131p Se\u00e7ileni Gizle komutunu se\u00e7in.<\/span><\/span><\/span><\/p>\n

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

                                                  <\/div>\n
                                                  <\/div>\n
                                                  A\u015fa\u011f\u0131daki resimde, moment diyagram\u0131 yaln\u0131zca se\u00e7ilen \u00e7er\u00e7eveler i\u00e7in g\u00f6sterilmektedir.<\/span><\/span><\/div>\n
                                                  <\/div>\n
                                                  <\/div>\n
                                                  A\u015fa\u011f\u0131daki \u00f6rnekte, k\u00f6\u015fe kat d\u00fc\u011f\u00fcm noktalar\u0131 se\u00e7ilmi\u015ftir ve yaln\u0131zca bunlar\u0131n yer de\u011fi\u015ftirme de\u011ferleri g\u00f6sterilmektedir.<\/span><\/span><\/div>\n
                                                  <\/div>\n

                                                  <\/div>\n

                                                  <\/div>\n

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

                                                  Kat\u0131 Model <\/span><\/span>
                                                  <\/h2>\n
                                                  Bu, eksenel y\u00fck, kesme kuvveti ve e\u011filme momenti gibi \u00e7e\u015fitli tepkilerin fiziksel model \u00fczerinde renk kodlu olarak g\u00f6sterilmesini sa\u011flar. <\/span><\/div>\n<\/div>\n
                                                  <\/div>\n
                                                  <\/div>\n
                                                  <\/div>\n
                                                  <\/div>\n
                                                  <\/p>\n
                                                  \"Fikir\"<\/div>\n
                                                  Analitik Model i\u00e7in e\u011fitim videosu \u015fu adreste yer al\u0131r:<\/span> Temel E-\u00d6\u011frenim: 15 Analiz Sonras\u0131, Analitik Model<\/a><\/div>\n

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


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

                                                  ProtaStructure’da fiziksel model ile analitik model aras\u0131ndaki fark, Do\u011frusal g\u00f6r\u00fcn\u00fcmle eleman ba\u011flant\u0131lar\u0131n\u0131 kontrol etme ve Bina Analizi \u00f6ncesi do\u011frulama ad\u0131mlar\u0131 anlat\u0131l\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":[31,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1775","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nAnalitik Model vs Fiziksel Model \u2013 ProtaStructure 2022<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da analitik model ile fiziksel modeli kar\u015f\u0131la\u015ft\u0131r\u0131n; Do\u011frusal g\u00f6r\u00fcn\u00fcmle ba\u011flant\u0131lar\u0131 kontrol edip Bina Analizi'ni g\u00fcvenle \u00e7al\u0131\u015ft\u0131r\u0131n.\" \/>\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\/fiziksel-model-analitik-model-karsilastirmasi\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Fiziksel Model ve Analitik Model Kar\u015f\u0131la\u015ft\u0131rmas\u0131\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da analitik model ile fiziksel modeli kar\u015f\u0131la\u015ft\u0131r\u0131n; 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