{"id":1771,"date":"2026-08-03T21:33:59","date_gmt":"2026-08-03T21:33:59","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirissiz-doseme-kolon-dis-hatti-modellemesi\/"},"modified":"2026-08-03T21:33:59","modified_gmt":"2026-08-03T21:33:59","slug":"kirissiz-doseme-kolon-dis-hatti-modellemesi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirissiz-doseme-kolon-dis-hatti-modellemesi\/","title":{"rendered":"Kiri\u015fsiz D\u00f6\u015feme Modellerinde Kolon D\u0131\u015f Hatt\u0131 Modellemesi"},"content":{"rendered":"
\n
Kiri\u015fsiz d\u00f6\u015feme veya transfer d\u00f6\u015femesi modellerinde d\u00f6\u015feme, her zaman kolonun \u00e7evre d\u0131\u015f hatt\u0131na kadar a\u011flan\u0131r. <\/span><\/div>\n

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Analitik d\u0131\u015f hatt\u0131n nas\u0131l olu\u015fturulaca\u011f\u0131na ili\u015fkin 2 se\u00e7enek bulunur; bunlara Bina Analizi diyalog penceresi > Analiz Se\u00e7enekleri > Ayarlar<\/a> sekmesinden eri\u015filebilir:  
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1.  Sonlu Rijitlikli Rijit Ba\u011flar\u0131n Kullan\u0131lmas\u0131<\/u><\/b>
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Rijit ba\u011flar, <\/span>s\u00fcrekli<\/span> y\u00fcklere ba\u011fl\u0131 olarak sehim yapabilir.  Bu se\u00e7enek, kolon kenarlar\u0131ndaki kuvvet s\u0131\u00e7ramalar\u0131n\u0131 azaltabilir ve daha az donat\u0131 ihtiyac\u0131na yol a\u00e7ar. 
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Bu se\u00e7enek, az veya orta d\u00fczeyde y\u00fckl\u00fc kiri\u015fsiz d\u00f6\u015feme modelleri i\u00e7in uygundur. 
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Bu, ProtaStructure 2025 ve \u00f6nceki s\u00fcr\u00fcmler i\u00e7in tek se\u00e7enektir. <\/span><\/div>\n

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2. Cisim Ba\u011f\u0131 Modelinin Kullan\u0131lmas\u0131 <\/u><\/b>
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Cisim ba\u011flar\u0131, bir d\u00fc\u011f\u00fcm noktas\u0131 \u00e7iftini sonsuz rijitlikte bir ba\u011fla ba\u011flanm\u0131\u015f gibi tek bir cisim olarak birbirine ba\u011flar. Bu nedenle, Rijit Ba\u011f se\u00e7ene\u011fine k\u0131yasla sehim yapmaz. <\/span>Bu se\u00e7enek, a\u011f\u0131r y\u00fckl\u00fc kiri\u015fsiz d\u00f6\u015feme veya transfer d\u00f6\u015femesi modelleri i\u00e7in kullan\u0131lmal\u0131d\u0131r. 
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Bu se\u00e7enek yaln\u0131zca ProtaStructure 2026<\/b> s\u00fcr\u00fcm\u00fcyle tan\u0131t\u0131lm\u0131\u015ft\u0131r. 
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Transfer D\u00f6\u015femesi Modeliyle Detayl\u0131 \u0130nceleme 
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Yukar\u0131daki  2 se\u00e7ene\u011fi, a\u015fa\u011f\u0131da kolonlar ve perde duvarlarla desteklenen basit bir transfer d\u00f6\u015femesi \u00f6rnek modeli \u00fczerinden inceleyece\u011fiz. <\/span><\/div>\n

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Transfer d\u00f6\u015femesi \u00f6nde kolonlarla, arkada perde duvarlarla desteklenmektedir. \u00dcst\u00fcnde y\u00fcksek de\u011ferde manuel olarak girilmi\u015f d\u00fc\u015fey y\u00fcklere sahip s\u00fcreksiz duvarlar\u0131 destekledi\u011finden a\u011f\u0131r y\u00fckl\u00fcd\u00fcr.  
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Sonlu Rijitlikli Rijit Ba\u011flar\u0131n Kullan\u0131lmas\u0131<\/b><\/h2>\n
Analizi, Rijit Ba\u011flar <\/b>varsay\u0131m\u0131yla (Se\u00e7enek 1) \u00e7al\u0131\u015ft\u0131r\u0131yoruz.  Analiz tamamland\u0131ktan sonra analitik varsay\u0131m\u0131 ve sonu\u00e7lar\u0131, a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi  Analitik<\/a> G\u00f6r\u00fcn\u00fcm \u00fczerinden kontrol edebiliriz:  
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  1. Koyu mavi renkteki rijit ba\u011flar, kolon tel kafes modelinin a\u011f\u0131rl\u0131k merkezinden kolonun \u00e7evre d\u0131\u015f hatt\u0131na otomatik olarak olu\u015fturulur.<\/li>\n
  2. Perde duvarlar i\u00e7in rijit ba\u011flar,  duvar\u0131n \u00e7evre d\u0131\u015f hatt\u0131na olu\u015fturulmaz. <\/li>\n<\/ol>\n
    A\u015fa\u011f\u0131da, s\u00fcreksiz transfer duvarlar\u0131 gizlenmi\u015f haldeyken analitik model deplasman\u0131 ve animasyonu etkinle\u015ftirilmi\u015f olarak g\u00f6sterilmektedir.<\/div>\n
    <\/div>\n<\/div>\n
    <\/div>\n
    Animasyon yava\u015f \u00e7al\u0131\u015f\u0131yorsa, g\u00f6rseli g\u00f6r\u00fcnt\u00fclemek i\u00e7in sa\u011f t\u0131klay\u0131p bilgisayar\u0131n\u0131za kaydedin.<\/span><\/span><\/i><\/div>\n
      \n
    1. Rijit ba\u011flar\u0131n, kolon \u00e7er\u00e7evesinden kolonun \u00e7evresine do\u011fru a\u015fa\u011f\u0131 y\u00f6nde sehim yapt\u0131\u011f\u0131na dikkat edin.  <\/span>
      <\/span><\/li>\n
    2. Buna ba\u011fl\u0131 olarak d\u00f6\u015feme de a\u015fa\u011f\u0131 y\u00f6nde sehim yapar; bu durum kolon d\u00fc\u011f\u00fcm noktas\u0131 ile d\u00f6\u015feme d\u00fc\u011f\u00fcm noktalar\u0131 aras\u0131nda farkl\u0131 sehime neden olur. <\/span>
      <\/span><\/li>\n
    3. D\u00f6\u015femeyi destekleyen perde duvarlarda bu durum g\u00f6r\u00fclmez, \u00e7\u00fcnk\u00fc d\u00f6\u015feme do\u011frudan duvar eleman\u0131na ba\u011fl\u0131d\u0131r.   <\/span>
      <\/span><\/li>\n
    4. Net etki, transfer d\u00f6\u015femesinin kolon konumunda beklenmedik \u015fekilde \u00f6nemli miktarda a\u015fa\u011f\u0131 y\u00f6nde sehim yapmas\u0131d\u0131r. <\/span>
      <\/span><\/li>\n
    5. Sehim, eleman i\u00e7 kuvvetlerinin do\u011frudan bir yans\u0131mas\u0131 oldu\u011fundan, bu durum d\u00f6\u015femede ve ba\u011fl\u0131 kolon ile duvarlarda mant\u0131ks\u0131z kuvvetlerin olu\u015fmas\u0131na yol a\u00e7ar
      <\/span><\/li>\n
    6. Bu modelde Rijit Ba\u011flar <\/b>varsay\u0131m\u0131n\u0131n sa\u011fl\u0131kl\u0131 bir yakla\u015f\u0131m olmad\u0131\u011f\u0131 sonucuna varabiliriz. 
      <\/span><\/li>\n<\/ol>\n

      2. Cisim Ba\u011f\u0131 Modelinin Kullan\u0131lmas\u0131 <\/b><\/h2>\n
      Analizi <\/span>Cis<\/span><\/b><\/span><\/span><\/span>im Ba\u011f\u0131<\/span><\/b> varsay\u0131m\u0131yla yeniden \u00e7al\u0131\u015ft\u0131ral\u0131m. <\/span> Analitik varsay\u0131m\u0131 ve sonu\u00e7lar\u0131, a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi  <\/span>Analitik<\/a> G\u00f6r\u00fcn\u00fcm \u00fczerinden kontrol edebiliriz: 
      <\/span><\/div>\n

      <\/span><\/div>\n
      <\/div>\n
      \n
        \n
      1. Gri renkteki cisim ba\u011flar\u0131, kolon tel kafes modelinin a\u011f\u0131rl\u0131k merkezinden kolonun \u00e7evre d\u0131\u015f hatt\u0131na otomatik olarak olu\u015fturulur.<\/li>\n
      2. Perde duvarlar i\u00e7in cisim ba\u011f\u0131, duvar\u0131n \u00e7evre d\u0131\u015f hatt\u0131na olu\u015fturulmaz. <\/li>\n<\/ol>\n
        A\u015fa\u011f\u0131da, s\u00fcreksiz transfer duvarlar\u0131 gizlenmi\u015f haldeyken analitik model deplasman\u0131 ve animasyonu etkinle\u015ftirilmi\u015f olarak g\u00f6sterilmektedir.
        <\/span><\/div>\n
        <\/span><\/div>\n
        Animasyon yava\u015f \u00e7al\u0131\u015f\u0131yorsa, g\u00f6rseli g\u00f6r\u00fcnt\u00fclemek i\u00e7in sa\u011f t\u0131klay\u0131p bilgisayar\u0131n\u0131za kaydedin.<\/span><\/span><\/i>
        <\/span><\/div>\n
          \n
        1. Cisim ba\u011f\u0131 modeli, kolon \u00e7er\u00e7evesi ile kolonun d\u0131\u015f hat \u00e7evresinin tek bir eleman gibi ayn\u0131 miktarda sehim yapmas\u0131n\u0131 sa\u011flar.
          <\/span><\/li>\n
        2. Bu, kolon \u00e7er\u00e7evesi ile ba\u011fl\u0131 d\u00f6\u015feme a\u011f\u0131 aras\u0131nda farkl\u0131 sehim olu\u015fmad\u0131\u011f\u0131 anlam\u0131na gelir.
          <\/font><\/li>\n
        3. Transfer d\u00f6\u015femesindeki toplam sehim beklenen ve mant\u0131kl\u0131 bir de\u011ferdir; sehim, eleman i\u00e7 kuvvetlerinin bir yans\u0131mas\u0131 oldu\u011fundan, olu\u015fan kuvvetler de mant\u0131kl\u0131 olacakt\u0131r.
          <\/font><\/li>\n
        4. Daha g\u00fcvenilir ve sa\u011fl\u0131kl\u0131 varsay\u0131m\u0131n Cisim Ba\u011f\u0131 <\/b>oldu\u011fu sonucuna varabiliriz. <\/font><\/li>\n<\/ol>\n<\/div>\n
          <\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"

          Kiri\u015fsiz ve transfer d\u00f6\u015feme modellerinde kolon d\u0131\u015f hatt\u0131n\u0131n Rijit Ba\u011flar veya Cisim Ba\u011f\u0131 y\u00f6ntemiyle nas\u0131l olu\u015fturuldu\u011fu 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":[31,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1771","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nKolon D\u0131\u015f Hatt\u0131 Modellemesi: Kiri\u015fsiz D\u00f6\u015feme Analizi<\/title>\n<meta name=\"description\" content=\"Kolon d\u0131\u015f hatt\u0131 modellemesi, kiri\u015fsiz ve transfer d\u00f6\u015femede Rijit Ba\u011flar ile Cisim Ba\u011f\u0131 y\u00f6ntemlerini kar\u015f\u0131la\u015ft\u0131r\u0131r. 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