{"id":1778,"date":"2026-08-03T21:34:04","date_gmt":"2026-08-03T21:34:04","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/protastructure-yapi-analizi-raporlari\/"},"modified":"2026-08-03T21:34:04","modified_gmt":"2026-08-03T21:34:04","slug":"protastructure-yapi-analizi-raporlari","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/protastructure-yapi-analizi-raporlari\/","title":{"rendered":"Yap\u0131 Analizi Raporlar\u0131"},"content":{"rendered":"
\n
\u00c7e\u015fitli raporlar " <\/span>\u00c7izimler ve Raporlar<\/span><\/b>" sekmesi alt\u0131nda olu\u015fturulabilir.<\/span><\/div>\n
<\/div>\n
\n
<\/div>\n<\/div>\n

Analiz \u00d6ncesi Kontroller Raporu<\/u>
<\/h1>\n
Bu rapor; kat y\u00fckseklikleri, y\u00fck kombinasyonlar\u0131, malzemeler ve kesit \u00f6zellikleri gibi temel analiz modeli verilerini \u00f6zetler.
<\/span><\/div>\n
Eleman kesit \u00f6zellikleri, yaln\u0131zca "Analiz Sonras\u0131 Raporda Kolon, Perde ve Kiri\u015f Kesit \u00d6zelliklerini Yazd\u0131r" se\u00e7ene\u011fi i\u015faretliyse (Yap\u0131 Analizi<\/b> diyalog penceresi > <\/span>Model Se\u00e7enekleri > Ayarlar<\/b>) rapora dahil edilir.<\/span><\/div>\n
Bellek gereksinimini ve rapor boyutunu azaltmak i\u00e7in bu se\u00e7ene\u011fin i\u015faretlenmemesini \u00f6neririz.<\/span><\/div>\n

Analiz Sonras\u0131 Kontroller Raporu
<\/u><\/span><\/span><\/h1>\n
Bu rapor; analiz sonras\u0131 kat \u00f6telemesi kontrollerini, eleman etkin kesit rijitlik katsay\u0131lar\u0131n\u0131 ve ger\u00e7ekle\u015ftirilmi\u015fse t\u00fcm deprem analizi sonu\u00e7lar\u0131n\u0131 \u00f6zetler. <\/span><\/span> <\/div>\n

G\u00fc\u00e7l\u00fc Kolon Kontrolleri<\/u><\/span><\/span>
<\/span><\/u><\/h1>\n
Bu rapor, ACI 318, Eurocode 8 veya TBDY 2018’e g\u00f6re betonarme ve \u00e7elik \u00f6zel moment \u00e7er\u00e7eveleri i\u00e7in yap\u0131lan g\u00fc\u00e7l\u00fc kolon kontrollerinin sonu\u00e7lar\u0131n\u0131 \u00f6zetler.<\/span> <\/div>\n
\"Notlar\" <\/p>\n
Bu rapor yaln\u0131zca belirli bir deprem y\u00f6netmeli\u011fi se\u00e7ildi\u011finde (genellikle y\u00fcksek deprem b\u00f6lgesi nedeniyle y\u00fcksek s\u00fcneklik gerekti\u011finde) kullan\u0131labilir.  <\/span><\/span><\/div>\n

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

Birle\u015fim Kesme Kontrolleri<\/span><\/u><\/span><\/h1>\n
Bu rapor, birle\u015fim kesme kontrollerinin sonu\u00e7lar\u0131n\u0131 \u00f6zetler. <\/div>\n
\n
\n
\"Notlar\"<\/p>\n
Bu rapor yaln\u0131zca belirli bir deprem y\u00f6netmeli\u011fi se\u00e7ildi\u011finde (genellikle y\u00fcksek deprem b\u00f6lgesi nedeniyle y\u00fcksek s\u00fcneklik gerekti\u011finde) kullan\u0131labilir.  <\/div>\n

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

Analiz Sonucu<\/span><\/u><\/h1>\n
Kullan\u0131c\u0131, kafes kiri\u015fler, a\u015f\u0131klar, \u00e7aprazlar vb. dahil olmak \u00fczere d\u00fc\u011f\u00fcm noktalar\u0131 veya yap\u0131sal elemanlar i\u00e7in analiz sonu\u00e7lar\u0131n\u0131n bir listesini olu\u015fturabilir. Raporu olu\u015fturma ad\u0131mlar\u0131 a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir:<\/span> <\/div>\n
<\/div>\n
1) Yap\u0131sal Elemanlar\u0131, d\u00fc\u011f\u00fcm noktalar\u0131n\u0131 veya diyaframlar\u0131 se\u00e7in<\/u><\/span><\/div>\n

<\/u><\/div>\n
<\/div>\n
    \n
  1. Kat Tiplerine veya Eleman Tiplerine g\u00f6re filtreleyin
    <\/span><\/li>\n
  2. Elemanlar\u0131, d\u00fc\u011f\u00fcm noktalar\u0131n\u0131 veya diyaframlar\u0131 vurgulay\u0131n, ard\u0131ndan elemanlar\u0131 se\u00e7mek i\u00e7in "<\/span>\u2192<\/span><\/b>" simgesine t\u0131klay\u0131n.<\/span><\/li>\n<\/ol>\n
    2) Modal Elemanlar\u0131 Se\u00e7in<\/span><\/u><\/div>\n

    <\/u><\/div>\n
    <\/span> <\/div>\n
      \n
    1. Yap\u0131sal Elemanlar:<\/b> Rapor, elemanlar\u0131n etiketini g\u00f6sterir.
      <\/span><\/li>\n
    2. \u00c7er\u00e7eve Elemanlar\u0131: <\/b>Rapor, analitik modelde g\u00f6sterildi\u011fi gibi \u00e7er\u00e7eve elemanlar\u0131n\u0131n etiketini g\u00f6sterir.
      <\/span><\/li>\n<\/ol>\n
      3) Y\u00fck Kombinasyonlar\u0131n\u0131 veya Y\u00fck Durumlar\u0131n\u0131 Se\u00e7in.<\/span><\/u><\/div>\n

      <\/u><\/div>\n
      <\/div>\n
        \n
      1. Y\u00fck Durumlar\u0131 \/ Y\u00fck Kombinasyonlar\u0131:<\/span><\/b> Kullan\u0131c\u0131lar, rapora yazd\u0131r\u0131lacak y\u00fck durumlar\u0131 veya y\u00fck kombinasyonlar\u0131n\u0131n analiz sonucunu se\u00e7ebilir.
        <\/span><\/li>\n
      2. Reaksiyonlar (N, V2, V3, M22…): <\/span><\/b>Rapora yazd\u0131r\u0131lacak kuvvet\/moment y\u00f6nlerini se\u00e7in.
        <\/span><\/li>\n
      3. i-D\u00fc\u011f\u00fcm\u00fc veya j-D\u00fc\u011f\u00fcm\u00fc: <\/span><\/b>Elemanlar\u0131n iki ucundaki analiz sonucunu g\u00f6r\u00fcnt\u00fclemek i\u00e7in.
        <\/span><\/li>\n
      4. \u00c7\u0131kt\u0131 Tipi: <\/span><\/b>Rapor, TXT veya CSV format\u0131nda d\u0131\u015fa aktar\u0131labilir.
        <\/span><\/li>\n<\/ol>\n
        4) Rapor Olu\u015ftur<\/span><\/u>
        <\/span><\/div>\n
        "Rapor Olu\u015ftur" butonuna t\u0131klamak, analiz sonucu raporunu TXT veya CSV format\u0131nda olu\u015fturur. <\/span><\/div>\n

        Taban Reaksiyonu<\/span><\/u>
        <\/span><\/h1>\n
        Bu rapor, model elemanlar\u0131n\u0131n taban reaksiyonlar\u0131n\u0131n olu\u015fturulmas\u0131n\u0131 sa\u011flar. <\/div>\n<\/div>\n
        <\/div>\n
        \n
        \n
        <\/div>\n
        <\/div>\n
        Rapor, CSV veya Metin format\u0131nda \u00e7\u0131kt\u0131 olarak olu\u015fturulabilir. <\/div>\n<\/div>\n

        Analiz Modeli Echo Raporu
        <\/u><\/span><\/span><\/h1>\n
        Bu rapor, analiz modeli verilerini (\u00e7\u00f6z\u00fcc\u00fc girdi dosyas\u0131) i\u00e7erir.  D\u00fc\u011f\u00fcm noktas\u0131 verileri, koordinatlar, y\u00fck ve malzeme verileri gibi bilgileri kapsar. <\/div>\n<\/div>\n
        <\/div>\n
        Daha ayr\u0131nt\u0131l\u0131 bir rapor, yaln\u0131zca "Detayl\u0131 Analiz Echo Dosyas\u0131 Olu\u015ftur" se\u00e7ene\u011fi (Yap\u0131 Analizi diyalog penceresi > Model Se\u00e7enekleri > Ayarlar \u00fczerinden) i\u015faretliyse olu\u015fturulur.<\/div>\n
        \"Bilgi\"<\/p>\n
        Bellek gereksinimini ve rapor boyutunu azaltmak i\u00e7in bu se\u00e7ene\u011fin i\u015faretlenmemesini \u00f6neririz.<\/div>\n

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

        \u00d6zde\u011fer Sonu\u00e7lar\u0131<\/u><\/h1>\n
        \n
        Bir \u00d6zde\u011fer Analizi ger\u00e7ekle\u015ftirilmi\u015fse, Raporlar sekmesinde ek bir buton g\u00f6r\u00fcn\u00fcr. <\/div>\n
        "\u00d6zde\u011fer Sonu\u00e7lar\u0131 Raporu", frekanslar ve k\u00fctle kat\u0131l\u0131m oranlar\u0131ndan olu\u015fan \u00d6zde\u011fer analizinin say\u0131sal \u00e7\u0131kt\u0131s\u0131n\u0131 sa\u011flar.<\/div>\n<\/div>\n
        Deprem analizi ger\u00e7ekle\u015ftirilmi\u015fse (deprem y\u00fck durumlar\u0131 ve kombinasyonlar\u0131 olu\u015fturularak) bu rapor da olu\u015fturulur. Rapor, a\u015fa\u011f\u0131dakiler dahil t\u00fcm deprem analizi sonu\u00e7lar\u0131n\u0131 g\u00f6sterir:<\/div>\n
          \n
        1. Modal kat\u0131l\u0131m katsay\u0131lar\u0131<\/li>\n
        2. Dinamik Kuvvetler<\/li>\n
        3. Spektrum modal genlikleri<\/li>\n
        4. Deprem y\u00fck durumlar\u0131ndan kaynaklanan Taban Kuvvetleri<\/li>\n<\/ol>\n
          \n

          Kat Deplasman\u0131 <\/span><\/u><\/span>
          <\/h1>\n
          Kat Deplasman\u0131 raporu, her y\u00fck durumu i\u00e7in kat diyafram\u0131n\u0131n merkezi baz al\u0131narak her kat\u0131n deplasman\u0131n\u0131 \u00f6zetler. <\/div>\n
          Herhangi bir kat diyafram\u0131na ba\u011fl\u0131 olmayan d\u00fc\u011f\u00fcm noktalar\u0131 ayr\u0131ca listelenir. <\/div>\n

          Narinlik Hesab\u0131 \/ Yanal \u00d6telenme S\u0131n\u0131fland\u0131rmas\u0131 Raporu
          <\/u><\/span><\/span><\/h1>\n
          \n
          Bu rapor, yap\u0131daki her kat\u0131n narinlik hesab\u0131n\u0131n veya yanal \u00f6telenme s\u0131n\u0131fland\u0131rmas\u0131n\u0131n belirlenmesine y\u00f6nelik hesaplamalar\u0131 g\u00f6sterir. Hesaplamalar, etkin tasar\u0131m y\u00f6netmeli\u011fine g\u00f6re de\u011fi\u015fir. <\/span><\/div>\n
          \"Notlar\"Ayr\u0131nt\u0131l\u0131 bilgi i\u00e7in l\u00fctfen \u015fu makaleye bak\u0131n: <\/span>Yanal \u00d6telenme Duyarl\u0131l\u0131\u011f\u0131 ve \u0130kinci Mertebe Etkileri<\/a><\/span><\/div>\n<\/div>\n

          \u00c7elik elemanlar ve Betonarme elemanlar<\/span><\/u><\/span> Tasar\u0131m\u0131<\/span><\/u><\/h1>\n
          Betonarme Kiri\u015f, Betonarme Kolon\/Perde, \u00c7elik Kiri\u015f\/\u00c7elik Kolon tasar\u0131m\u0131 bu raporda yazd\u0131r\u0131l\u0131r. Bu rapor yaln\u0131zca \u00e7elik kolon\/kiri\u015f tasarland\u0131\u011f\u0131nda kullan\u0131labilir. <\/span><\/div>\n
          \"Uyar\u0131\" <\/p>\n
          Eleman tasar\u0131m\u0131 ger\u00e7ekle\u015ftirildikten sonra tasar\u0131m raporu olu\u015fturulmam\u0131\u015fsa program a\u015fa\u011f\u0131da g\u00f6sterilen uyar\u0131 mesaj\u0131n\u0131 g\u00f6r\u00fcnt\u00fcler. Bu nedenle kullan\u0131c\u0131lar\u0131n \u00f6nce tasar\u0131m raporunu olu\u015fturmak i\u00e7in ilgili eleman tasar\u0131m\u0131 sekmesinde "Tasar\u0131m Raporu" butonuna t\u0131klamas\u0131 gerekir. <\/span> <\/div>\n
          \"\" <\/div>\n

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

          \u015eerit Temel Tasar\u0131m\u0131, Tekil Temel ve Kaz\u0131k Ba\u015fl\u0131\u011f\u0131 Tasar\u0131m\u0131<\/span><\/u><\/span><\/h1>\n
          \n
          \u015eerit temellerin, tekil temellerin ve kaz\u0131k ba\u015fl\u0131klar\u0131n\u0131n tasar\u0131m\u0131, \u015eerit Temel Tasar\u0131m\u0131 Raporuna dahil edilir. Bu rapor yaln\u0131zca \u015ferit temeller, tekil temeller veya kaz\u0131k ba\u015fl\u0131klar\u0131 eklenip tasarland\u0131\u011f\u0131nda kullan\u0131labilir. <\/span><\/div>\n<\/div>\n

          Sonlu Eleman Temel Raporu<\/u><\/span><\/span>
          <\/span><\/h1>\n
          \n
          <\/div>\n
          Sonlu eleman kont\u00fcrleri, zemin gerilmeleri, donat\u0131 tasar\u0131m\u0131, z\u0131mbalama kontrolleri vb. dahil olmak \u00fczere radye temel tasar\u0131m\u0131n\u0131n t\u00fcm y\u00f6nlerini birle\u015ftiren ayr\u0131nt\u0131l\u0131 bir rapordur. \u00d6nce Sonlu Eleman Temel Analizi ger\u00e7ekle\u015ftirilmelidir.<\/span> <\/div>\n<\/div>\n

          Kal\u0131p Tasar\u0131m\u0131<\/span><\/u><\/span>
          <\/span><\/h1>\n
          Bu rapor, yaln\u0131zca <\/span>Kal\u0131p Tasar\u0131m\u0131<\/span><\/b> (Tasar\u0131m sekmesi) tamamland\u0131\u011f\u0131nda olu\u015fturulabilir.  <\/span><\/div>\n

          CFRP Tasar\u0131m\u0131 <\/span><\/u><\/span>
          <\/span><\/h1>\n
          Bu rapor yaln\u0131zca CFRP Tasar\u0131m\u0131<\/b> (Tasar\u0131m sekmesi) yap\u0131ld\u0131\u011f\u0131nda olu\u015fturulabilir.  <\/span><\/div>\n

          Eleman Y\u00fckleri<\/span><\/u>
          <\/h1>\n
          \n
          Eleman y\u00fckleri raporu, elemanlara atanan y\u00fcklemelere ili\u015fkin t\u00fcm bilgileri \u00f6zetler. 
          <\/span><\/div>\n
          \n
          \"Uyar\u0131\" <\/span><\/p>\n
          Bu raporda yaln\u0131zca y\u00fck atanm\u0131\u015f elemanlar yazd\u0131r\u0131l\u0131r; atanm\u0131\u015f y\u00fcklemesi olmayan elemanlar rapora dahil edilmez.<\/span> <\/div>\n

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

          Eleman \u00d6zelli\u011fi Atamalar\u0131<\/span><\/span><\/u><\/h1>\n
          \n
          Eleman \u00f6zelli\u011fi atamalar\u0131 raporu, kolon\/kiri\u015f\/\u00e7er\u00e7eve u\u00e7 serbestlik ko\u015fullar\u0131n\u0131, mesnet atamalar\u0131n\u0131, ek yeri konumlar\u0131n\u0131 ve izolat\u00f6r atamalar\u0131n\u0131 \u00f6zetler.<\/div>\n

          Deprem \u0130zolat\u00f6r\u00fc Raporu<\/span><\/u><\/h1>\n<\/div>\n<\/div>\n<\/div>\n
          \n
          Bu rapor, deprem izolat\u00f6rleri tasar\u0131m \u00f6zet raporlar\u0131n\u0131 g\u00f6sterir. Y\u00fck durumlar\u0131na ve y\u00fck kombinasyonlar\u0131na dayal\u0131 sonu\u00e7lar, s\u0131ras\u0131yla "Y\u00fck Durumu Sonu\u00e7lar\u0131n\u0131 Dahil Et" ve "Y\u00fck Kombinasyonu Sonu\u00e7lar\u0131n\u0131 Dahil Et" kutucuklar\u0131 i\u015faretlenerek eklenebilir.<\/span><\/span><\/div>\n
          \n
          \n
          \"Notlar\"<\/p>\n
          Bu konuya ait e\u011fitim videosuna \u015fu adresten ula\u015f\u0131labilir: Temel E-\u00d6\u011frenim: 16 Analiz Sonras\u0131, Analiz Sonu\u00e7lar\u0131 Raporu, \u00c7e\u015fitli Raporlar<\/a><\/div>\n

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

          \n

          Perde minimum kal\u0131nl\u0131k kontrol\u00fc (yaln\u0131zca deprem)
          <\/span><\/u><\/h1>\n
          Bu kontrol, se\u00e7ilen deprem y\u00f6netmeli\u011fine g\u00f6re perde minimum kal\u0131nl\u0131\u011f\u0131n\u0131 denetler. <\/span><\/span><\/span><\/span><\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"

          ProtaStructure’da \u00c7izimler ve Raporlar sekmesi alt\u0131nda olu\u015fturulabilecek analiz ve tasar\u0131m raporlar\u0131n\u0131n kapsam\u0131 \u00f6zetlenir.<\/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-1778","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nYap\u0131 Analizi Raporlar\u0131 | ProtaStructure Suite K\u0131lavuzu<\/title>\n<meta name=\"description\" content=\"ProtaStructure yap\u0131 analizi raporlar\u0131n\u0131; analiz \u00f6ncesi\/sonras\u0131 kontroller, donat\u0131 tasar\u0131m\u0131 ve temel raporlar\u0131 dahil \u00f6\u011frenin. 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