{"id":1785,"date":"2026-08-03T21:34:09","date_gmt":"2026-08-03T21:34:09","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/bina-analizi-tekillik-buyuk-deformasyon-uyarilari-kontrol\/"},"modified":"2026-08-03T21:34:09","modified_gmt":"2026-08-03T21:34:09","slug":"bina-analizi-tekillik-buyuk-deformasyon-uyarilari-kontrol","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/bina-analizi-tekillik-buyuk-deformasyon-uyarilari-kontrol\/","title":{"rendered":"Bina Analizinde Tekillik veya B\u00fcy\u00fck Deformasyon Uyar\u0131lar\u0131 Nas\u0131l Kontrol Edilir"},"content":{"rendered":"
\n Bina analizi s\u0131ras\u0131nda hata veya uyar\u0131 mesajlar\u0131 g\u00f6r\u00fcld\u00fc\u011f\u00fcnde, modelin ge\u00e7erlili\u011finin nas\u0131l kontrol edilece\u011fini bilmek b\u00fcy\u00fck \u00f6nem ta\u015f\u0131r.  <\/span><\/div>\n
\n \n<\/div>\n
\n <\/div>\n
<\/div>\n
\n Bu uyar\u0131lar, "\u00c7izimler ve Raporlar" \u015feridi > "Rapor" a\u00e7\u0131l\u0131r men\u00fcs\u00fcnden eri\u015filebilen "Analysis Model Echo" raporunda da kay\u0131t alt\u0131na al\u0131n\u0131r. <\/span><\/div>\n
\n <\/div>\n
Matris tekilli\u011fi uyar\u0131s\u0131, belirtilen d\u00fc\u011f\u00fcm noktas\u0131n\u0131n karars\u0131z oldu\u011funu veya b\u00fcy\u00fck deformasyona (1 metreden b\u00fcy\u00fck deformasyon) yol a\u00e7abilecek bir mekanizman\u0131n olu\u015ftu\u011funu g\u00f6sterir. Bu iki uyar\u0131 b\u00fcy\u00fck olas\u0131l\u0131kla birbiriyle ili\u015fkilidir. 
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\n<\/span><\/p>\n


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


\n Karars\u0131zl\u0131\u011f\u0131n olas\u0131 nedenleri \u015funlard\u0131r:
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    \n <\/span><\/p>\n
  1. Bo\u015fta kalan elemanlar, \u00f6rne\u011fin: 
    <\/span><\/li>\n


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


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


      \n <\/span><\/p>\n
    1. uygun mesnet olmadan havada as\u0131l\u0131 kalan kiri\u015f
      <\/span><\/li>\n


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

    2. kendisini destekleyen uygun bir transfer kiri\u015fi olmayan as\u0131l\u0131 transfer kolonlar\u0131
      <\/span><\/li>\n


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


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


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


        \n <\/span><\/p>\n
      1. Elemanlara \u00e7ok fazla mafsal uygulanmas\u0131, \u00f6rne\u011fin: 
        <\/span><\/li>\n


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


          \n <\/span><\/p>\n
        1. Her iki ucu mafsall\u0131 ve kendisine ba\u011flanan kiri\u015fi olmayan kolonlar (yatay y\u00fck dikkate al\u0131nd\u0131\u011f\u0131nda kolon g\u00f6\u00e7er)
          <\/span><\/li>\n


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

        2. Konsol kiri\u015fin ankastre ucunun mafsall\u0131 olmas\u0131 (g\u00f6\u00e7meye yol a\u00e7ar)
          <\/span><\/li>\n


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

        3. Konsol kiri\u015fin serbest ucunun mafsall\u0131 olmas\u0131 (gerekli de\u011fildir)
          <\/span><\/li>\n


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


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


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

          \n <\/span>\"Uyar\u0131\"<\/p>\n
          \n Betonarme kolonun mafsall\u0131 tan\u0131mlanmas\u0131 \u00f6nerilmez; kolonun ankastreli\u011fi, yatay y\u00fck iletimi ve yap\u0131n\u0131n genel kararl\u0131l\u0131\u011f\u0131 i\u00e7in \u00f6nemlidir ve bu d\u00fc\u015fey y\u00fckler alt\u0131nda da ge\u00e7erlidir. Kolon di\u011fer betonarme elemanlarla monolitik olarak in\u015fa edilir, bu nedenle ger\u00e7ek davran\u0131\u015f\u0131n\u0131n tam bir mafsal gibi olmas\u0131 olas\u0131 de\u011fildir.  Betonarme bir kolonun herhangi bir ucunu mafsall\u0131 tan\u0131mlarken \u00e7ok dikkatli olun (iki ucu asla ayn\u0131 anda mafsall\u0131 tan\u0131mlanmamal\u0131d\u0131r). <\/span>\n <\/div>\n

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

          \n Bu karars\u0131zl\u0131klar\u0131 kontrol etmek i\u00e7in genel prosed\u00fcr a\u015fa\u011f\u0131da \u00f6zetlenmi\u015ftir:  <\/span><\/span>
          \n <\/span><\/div>\n


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


            \n <\/span><\/p>\n
          1. Bina analizi s\u0131ras\u0131nda tekillik veya b\u00fcy\u00fck deformasyon uyar\u0131s\u0131 al\u0131rsan\u0131z, uyar\u0131y\u0131 yazd\u0131r\u0131n ("Yazd\u0131r" d\u00fc\u011fmesine t\u0131klay\u0131n).   
            <\/span><\/li>\n


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

          2. Analizin tamamlanmas\u0131na izin verin
            <\/span><\/li>\n


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

          3. Ger\u00e7ek analitik modeli ve sonu\u00e7lar\u0131 grafiksel olarak kontrol etmek i\u00e7in "Analiz" \u00fcst \u015feridindeki Analiz Sonras\u0131 b\u00f6l\u00fcm\u00fcnde Analitik Model<\/a> simgesine t\u0131klay\u0131n. <\/span><\/li>\n


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

          4. D\u00fc\u011f\u00fcm noktas\u0131n\u0131 bulmak i\u00e7in \u201c<\/span>Bul<\/span><\/b>\u201d simgesini kullan\u0131n  (\u00f6rnek a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir)  <\/span><\/li>\n<\/ol>\n
            \n
            \n
            \n \n <\/div>\n<\/blockquote>\n
              \n
            1. \u0130lgili kat\u0131 filtreleyerek g\u00f6r\u00fcn\u00fcm\u00fc sadele\u015ftirmek i\u00e7in \u201c<\/span>Filtrele<\/span><\/b>\u201d komutunu kullanabilirsiniz
              <\/span><\/li>\n


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

            2. Ger\u00e7ek eleman etiketini g\u00f6rmek i\u00e7in Elemanlar sekmesinde \u201c<\/span>Etiket<\/span><\/b>\u201d se\u00e7ene\u011fini de a\u00e7abilirsiniz<\/span><\/li>\n<\/ol>\n
              \n
              \n
              \n \n <\/div>\n<\/blockquote>\n
                \n
              1. Modelin sehimini incelemek i\u00e7in \u201c<\/span>Yerde\u011fi\u015ftirme<\/span><\/b>\u201d \u00f6\u011fesine <\/span>Sonu\u00e7lar<\/span><\/i><\/b> sekmesinde t\u0131klamak faydal\u0131d\u0131r<\/span>
                <\/span><\/li>\n


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


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


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


                  \n <\/span><\/p>\n
                1. B\u00fcy\u00fck deformasyon varsa, varsay\u0131lan \u00f6l\u00e7ek ger\u00e7ek sehimi net \u015fekilde g\u00f6stermeyebilir<\/span>
                  <\/span><\/li>\n


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

                2. G\u00f6rselle\u015ftirmeyi iyile\u015ftirmek i\u00e7in <\/span>\u00d6l\u00e7e\u011fi Art\u0131r veya Azalt<\/span><\/b> se\u00e7ene\u011fine t\u0131klay\u0131n<\/span>
                  <\/span><\/li>\n


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

                3. Alternatif olarak,<\/span> G\u00f6r\u00fcn\u00fcm Ayarlar\u0131<\/span><\/b>\u2019nda \u201c<\/span>Yerde\u011fi\u015ftirme<\/span><\/b>\u201d klas\u00f6r\u00fcn\u00fc a\u00e7\u0131n, \u201c<\/span>Otomatik \u00d6l\u00e7ek<\/span><\/b>\u201d onay kutusunun i\u015faretini kald\u0131rarak \u00f6l\u00e7e\u011fi ge\u00e7ersiz k\u0131l\u0131n, sonra \u201c<\/span>\u00d6l\u00e7ek\u201d<\/span><\/b> de\u011ferini manuel olarak girin
                  <\/span><\/li>\n


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


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


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


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


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


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


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


                    \n <\/span><\/p>\n
                  1. Ger\u00e7ek yerde\u011fi\u015ftirme de\u011ferini g\u00f6rmek i\u00e7in \u201c<\/span>R<\/span><\/b>\u201d = Bile\u015fke veya \u201c<\/span>x<\/span><\/b>\u201d, \u201c<\/span>y<\/span><\/b>\u201d veya \u201c<\/span>z<\/span><\/b>\u201d<\/span> bile\u015fenlerine t\u0131klay\u0131n
                    <\/span><\/li>\n


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

                  2. Yap\u0131n\u0131n nas\u0131l deforme oldu\u011funu daha iyi g\u00f6rselle\u015ftirmek i\u00e7in sehimi canland\u0131rmak amac\u0131yla <\/span>Animasyon<\/span><\/b> <\/b>d\u00fc\u011fmesine t\u0131klay\u0131n.<\/span>
                    <\/span><\/li>\n


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

                  3. Yerde\u011fi\u015ftirme \u00e7ok b\u00fcy\u00fck veya beklenmedikse, model karars\u0131z ya da hatal\u0131 kurulmu\u015f demektir; bu durumda kuvvetlere bakmak anlaml\u0131 olmaz.  <\/span>
                    <\/span><\/li>\n


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

                  4. Yerde\u011fi\u015ftirme do\u011fruland\u0131ktan sonra, Sonu\u00e7lar sekmesinde \u201c<\/span>Diyagramlar<\/span><\/b>\u201d se\u00e7ene\u011fini etkinle\u015ftirerek kuvvetleri incelemek anlaml\u0131d\u0131r.  <\/span>
                    <\/li>\n<\/ol>\n
                    \n Karars\u0131zl\u0131\u011f\u0131n veya b\u00fcy\u00fck deformasyonun nedeni belirlendikten sonra, modele geri d\u00f6n\u00fcp gerekli elemanlar\u0131 d\u00fczeltin.<\/span>\n<\/div>\n
                    \n
                    \n
                    \n \"\u0130pucu\"<\/p>\n
                    \n Tekillik veya b\u00fcy\u00fck deformasyon uyar\u0131lar\u0131yla ilgili ayr\u0131nt\u0131l\u0131 rehberlik i\u00e7in <\/span>e\u011fitim videosuna ba\u015fvurabilirsiniz: <\/span>Sparse Solver ile Modelleme Hatalar\u0131 Nas\u0131l Tespit Edilir? | ProtaStructure<\/a> <\/span><\/div>\n

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

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

                    Bina analizinde tekillik ve b\u00fcy\u00fck deformasyon uyar\u0131lar\u0131n\u0131n nedenlerini \u00f6\u011frenin, modeli ProtaStructure’da nas\u0131l kontrol edece\u011finizi g\u00f6r\u00fcn.<\/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-1785","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nTekillik ve Deformasyon Uyar\u0131s\u0131 Nas\u0131l Kontrol Edilir<\/title>\n<meta name=\"description\" content=\"ProtaStructure bina analizinde tekillik ve deformasyon uyar\u0131s\u0131n\u0131 \u00f6\u011frenin; modeli kontrol edip b\u00fcy\u00fck deformasyonu nas\u0131l d\u00fczeltece\u011finizi g\u00f6r\u00fcn.\" \/>\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\/bina-analizi-tekillik-buyuk-deformasyon-uyarilari-kontrol\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Bina Analizinde Tekillik veya B\u00fcy\u00fck Deformasyon Uyar\u0131lar\u0131 Nas\u0131l Kontrol Edilir\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure bina analizinde tekillik ve deformasyon uyar\u0131s\u0131n\u0131 \u00f6\u011frenin; 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