{"id":1644,"date":"2026-08-03T21:32:36","date_gmt":"2026-08-03T21:32:36","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/yuk-kombinasyonlari\/"},"modified":"2026-08-03T21:32:36","modified_gmt":"2026-08-03T21:32:36","slug":"yuk-kombinasyonlari","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/yuk-kombinasyonlari\/","title":{"rendered":"Y\u00fck Kombinasyonlar\u0131"},"content":{"rendered":"
\n Bina modelinin analizi s\u0131ras\u0131nda kullan\u0131lacak y\u00fck kombinasyonlar\u0131, <\/span>
\n "Y\u00fck Kombinasyonlar\u0131" <\/span><\/i><\/b>
\n d\u00fc\u011fmesine t\u0131klanarak, Bina Analizi formunun \u00d6n Analiz sekmesinde belirlenebilir. A\u015fa\u011f\u0131daki \u015fekilde Y\u00fck Kombinasyonlar\u0131 D\u00fczenleyici Sekmesi g\u00f6sterilmektedir.<\/span>
\n \n<\/div>\n
\n <\/span>
\n \n<\/div>\n

P-Delta Analizi
<\/h2>\n
\n P-delta, bir\u00e7ok ikinci mertebe etkisinden biridir. <\/span>P-Delta Analizi yap\u0131lmas\u0131 gerekiyorsa bu se\u00e7ene\u011fi i\u015faretleyin.  
\n \n<\/div>\n
\n
\n \n<\/div>\n
\n \n<\/div>\n
\n
\n
\n \"Uyar\u0131\"<\/p>\n

Kapsam ve S\u0131n\u0131rlamalar<\/span><\/span><\/b>
<\/span><\/p>\n


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


\n <\/span>ProtaStructure P-delta analizi, \u201c\u0130ki D\u00f6ng\u00fcl\u00fc Yinelemeli Y\u00f6ntem\u201de (Chen ve Lui 1991) dayan\u0131r. Bu y\u00f6ntem, hesaplamada geometrik rijitlik matrisini kullan\u0131r. Elemanlar \u00fczerindeki eksenel y\u00fckler nedeniyle olu\u015fan bas\u0131n\u00e7 yumu\u015famas\u0131n\u0131 veya \u00e7ekme sertle\u015fmesini (geometrik rijitlik matrisi) dikkate al\u0131r:<\/span><\/span>
\n <\/span>
<\/span>
\n <\/span><\/div>\n


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


    \n <\/span><\/p>\n
  1. Geometrik rijitlik matrisi, G, Q, QP1 (Desen1), QP2 (Desen2), G+Q i\u00e7in (yineleme yoluyla) hesaplan\u0131r<\/span><\/span>
    <\/span><\/li>\n


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

  2. Tasar\u0131m y\u00fck durumlar\u0131 i\u00e7in ikinci mertebe etkilerini hesaba katmak amac\u0131yla [Ke + Kg] kullan\u0131l\u0131r.<\/span><\/span>
    <\/span><\/li>\n


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

  3. \u00d6rne\u011fin,  G+Q+E (Deprem) kombinasyonu i\u00e7in:     G ve Q, [Ke + Kg (G,Q)] kullan\u0131larak; E y\u00fck durumlar\u0131 ise [Ke + Kg (G+Q)] kullan\u0131larak \u00e7\u00f6z\u00fcl\u00fcr.<\/span><\/span>
    <\/span><\/li>\n


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

    Bu y\u00f6ntem yaln\u0131zca P-K\u00fc\u00e7\u00fck Delta’y\u0131 dikkate al\u0131r, P-B\u00fcy\u00fck Delta’y\u0131 dikkate almaz. \u0130kinci mertebe etkileri, sehim yapm\u0131\u015f \u015fekle g\u00f6re hesaplan\u0131r ve ek geometrik kusurlar dikkate al\u0131nmaz. P-K\u00fc\u00e7\u00fck Delta analizinden hesaplanan ek momentler, \u00f6zellikle yanal \u00f6telenmesi engellenmi\u015f (braced) betonarme binalarda genellikle k\u00fc\u00e7\u00fckt\u00fcr.  Yap\u0131 \u00f6telenmeye duyarl\u0131 veya narin ise, do\u011frusal olmayan ikinci mertebe P-B\u00fcy\u00fck Delta analizi gereklidir (\u015fu anda kapsam d\u0131\u015f\u0131d\u0131r). <\/span><\/span>
    <\/span><\/p>\n


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


    \n <\/span>\u0130kinci mertebe etkileri hakk\u0131nda daha fazla bilgi i\u00e7in bkz.<\/span> <\/span>
    \n \u00d6telenme Duyarl\u0131l\u0131\u011f\u0131 ve \u0130kinci Mertebe Etkileri<\/span><\/a>
    \n \n <\/div>\n

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

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

    Y\u00fck Kombinasyonlar\u0131 D\u00fczenleyici
    <\/h2>\n
    \n

    \u201cY\u00fck Kombinasyonlar\u0131 D\u00fczenleyici\u201d <\/i><\/b>ge\u00e7erli y\u00fck kombinasyonlar\u0131 k\u00fcmesini listeler. Tipik bir kombinasyon k\u00fcmesi a\u015fa\u011f\u0131da verilmi\u015ftir:
    \n \n<\/div>\n

    \n

    \n<\/div>\n

    \n \"Notlar\"<\/p>\n
    \n Betonarme ve \u00e7elik tasar\u0131m\u0131 i\u00e7in kullan\u0131lacak kombinasyonu ayr\u0131 ayr\u0131 se\u00e7ebilirsiniz.
    \n \n <\/div>\n

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

    \n \n<\/div>\n
    \n Her kombinasyon, ilgili y\u00fck katsay\u0131lar\u0131yla birlikte tabloda bir sat\u0131r olarak g\u00f6r\u00fcn\u00fcr. Listedeki kombinasyonlardan birini se\u00e7ip
    \n \u201c<\/i>
    \n Ekle\u201d <\/i><\/b>d\u00fc\u011fmesine basarsan\u0131z, o kombinasyonun bir kopyas\u0131 olu\u015fturulur. Tablodaki ilgili h\u00fccreleri kullanarak y\u00fck katsay\u0131lar\u0131n\u0131 ve kombinasyon adlar\u0131n\u0131 de\u011fi\u015ftirebilirsiniz.
    \n \n<\/div>\n
    \n \n<\/div>\n
    \n Var olan bir y\u00fck kombinasyonu
    \n \u201cSil\u201d <\/i><\/b>d\u00fc\u011fmesi kullan\u0131larak silinebilir.
    \n \n<\/div>\n
    \n \n<\/div>\n
    \n

    Sonlu Elemanlar D\u00f6\u015feme Analizi<\/b><\/i>
    \n <\/b>mod\u00fcl\u00fcnde dikkate al\u0131nan y\u00fck katsay\u0131lar\u0131, tablodaki ilk kombinasyondan al\u0131n\u0131r. \u0130lk kombinasyon, desensiz
    \n Sabit Y\u00fck (G)<\/b><\/i> ve
    \n Hareketli Y\u00fck (Q)<\/b><\/i> i\u00e7ermelidir.
    \n \n<\/div>\n

    \n
    \n \"Dikkat\"<\/p>\n
    \n Sonlu eleman analizlerinde do\u011fru nihai y\u00fck katsay\u0131lar\u0131n\u0131n kullan\u0131ld\u0131\u011f\u0131ndan emin olmak i\u00e7in bu kombinasyonda uygulanan y\u00fck katsay\u0131lar\u0131n\u0131 dikkatle de\u011ferlendirin.
    \n \n <\/div>\n

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

    \n
    \n \"Bilgi\"<\/p>\n
    \n \u00d6rne\u011fin, Sonlu Elemanlar D\u00f6\u015feme Analizinde Sabit Y\u00fcklere 1.4 nihai y\u00fck katsay\u0131s\u0131 uygulamak istiyorsan\u0131z, ilk kombinasyonun y\u00fck katsay\u0131s\u0131
    \n 1.4G<\/i> olmal\u0131d\u0131r.
    \n \n <\/div>\n

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

    \n Hareketli Y\u00fck Azaltmalar\u0131,
    \n LL. Red<\/b><\/i> h\u00fccresinde i\u015faret bulunan y\u00fck kombinasyonlar\u0131na uygulan\u0131r. Ayar\u0131 gerekti\u011fi gibi de\u011fi\u015ftirmek i\u00e7in bu h\u00fccreye t\u0131klay\u0131n. 
    \n \n<\/div>\n
    \n
    \n \"Notlar\"<\/p>\n
    \n Y\u00fck Kombinasyonlar\u0131 D\u00fczenleyici i\u00e7inde yeni bir y\u00fck kombinasyonlar\u0131 k\u00fcmesi tan\u0131mlaman\u0131n en kolay yolu
    \n "Y\u00fckleme Olu\u015fturucu"<\/i> d\u00fc\u011fmesine t\u0131klamakt\u0131r.
    \n \n <\/div>\n

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

    \n

    Yaln\u0131zca D\u00fc\u015fey Y\u00fck Kombinasyonlar\u0131n\u0131n Belirlenmesi<\/span><\/h3>\n

    Se\u00e7ili elemanlar\u0131 \u201cYaln\u0131zca D\u00fc\u015fey (VOM)\u201d olarak belirlemek tek ba\u015f\u0131na yeterli de\u011fildir. Bu \u00f6zelli\u011fin amac\u0131, yaln\u0131zca d\u00fc\u015fey elemanlar\u0131 sadece deprem d\u0131\u015f\u0131 kombinasyonlar i\u00e7in tasarlamak, yap\u0131n\u0131n geri kalan\u0131n\u0131 ise t\u00fcm kombinasyonlar i\u00e7in tasarlamakt\u0131r.<\/span><\/p>\n

    Varsay\u0131lan olarak ProtaStructure, yaln\u0131zca d\u00fc\u015fey y\u00fck kombinasyonlar\u0131n\u0131<\/u> \u2018yaln\u0131zca d\u00fc\u015fey\u2019 olarak belirler. Bu durumda \u2018yaln\u0131zca d\u00fc\u015fey\u2019 olarak belirlenen elemanlar, tasar\u0131mda yaln\u0131zca bu kombinasyonlar\u0131 kullan\u0131r. Y\u00fck kombinasyonu d\u00fczenleyicisinde bir kombinasyonun yan\u0131ndaki VOM se\u00e7ene\u011fini i\u015faretleyerek herhangi bir kombinasyonu yaln\u0131zca d\u00fc\u015fey olarak ayarlayabilirsiniz. <\/span><\/p>\n<\/div>\n

    Y\u00fckleme Olu\u015fturucu
    <\/h2>\n
    \n

    \u201cY\u00fckleme Olu\u015fturucu\u201d<\/i><\/b>, Y\u00fck Kombinasyonlar\u0131 D\u00fczenleyici i\u00e7inde otomatik olarak yeni bir y\u00fck kombinasyonlar\u0131 k\u00fcmesi olu\u015fturmak i\u00e7in kullan\u0131l\u0131r.
    \n \n<\/div>\n

    \n

    "D\u00fc\u015fey Y\u00fckler Kombinasyonlar\u0131"<\/i><\/b><\/u>
    \n <\/i><\/b>sekmesi, temel d\u00fc\u015fey y\u00fck kombinasyonlar\u0131n\u0131 ve
    \n Desenli D\u00fc\u015fey Y\u00fck<\/i> kombinasyonlar\u0131n\u0131 tan\u0131mlamak i\u00e7in kullan\u0131l\u0131r.
    \n Kademeli \u0130n\u015faat<\/i> kombinasyonlar\u0131 bu sekmede tan\u0131mlan\u0131r. 
    \n \n<\/div>\n

    \n

    <\/i><\/b>
    \n "Yatay Y\u00fckler Kombinasyonlar\u0131"<\/i><\/b><\/u> sekmesi,
    \n Deprem, Nominal Y\u00fckleme, R\u00fczgar Y\u00fcklemesi ve Zemin Bas\u0131nc\u0131n\u0131<\/i> tan\u0131mlamak i\u00e7in kullan\u0131l\u0131r.
    \n \n<\/div>\n

    \n Olu\u015fturulan kombinasyonlar
    \n S\u0131cakl\u0131k Y\u00fcklemesini<\/i> de i\u00e7erebilir.
    \n \n<\/div>\n
    \n \n<\/div>\n
    \n Y\u00fckleme olu\u015fturucuda belirtilen t\u00fcm y\u00fck durumlar\u0131, bir kombinasyon k\u00fcmesi olu\u015fturmak \u00fczere buna g\u00f6re katsay\u0131land\u0131r\u0131l\u0131r. K\u00fcmedeki her kombinasyona, y\u00fck durumlar\u0131n\u0131n \u00f6zelliklerine ve say\u0131s\u0131na g\u00f6re benzersiz bir ad verilir. Ad, kombinasyon ad\u0131 h\u00fccresine t\u0131klanarak de\u011fi\u015ftirilebilir. 
    \n \n<\/div>\n
    \n \n<\/div>\n

    D\u00fc\u015fey Y\u00fckler
    <\/h3>\n
    \n T\u00fcm a\u00e7\u0131kl\u0131klar\u0131n maksimum fakt\u00f6rl\u00fc G ve Q ile tam y\u00fckl\u00fc oldu\u011fu ilk kombinasyonu olu\u015fturmak i\u00e7in
    \n \u201cSabit Y\u00fckleri Tan\u0131mla (G)\u201d <\/i><\/b>ve
    \n \u201cHareketli Y\u00fckleri Tan\u0131mla (Q)\u201c <\/i><\/b>se\u00e7eneklerini i\u015faretleyin.
    \n \n<\/div>\n
    \n Maksimum fakt\u00f6rler y\u00f6netmeli\u011fe ba\u011fl\u0131d\u0131r ve
    \n Maks. G<\/i> Fakt\u00f6r\u00fc ve
    \n Maks. Q<\/i> Fakt\u00f6r\u00fc alanlar\u0131nda belirtilir. 
    \n \n<\/div>\n
    \n \n<\/div>\n
    \n psi-zero<\/i> fakt\u00f6r\u00fcn\u00fc tan\u0131mlamak i\u00e7in bir alan, yaln\u0131zca proje tasar\u0131m y\u00f6netmeli\u011fi EC2 oldu\u011funda g\u00f6r\u00fcnt\u00fclenir.
    \n psi-zero<\/i> i\u00e7in varsay\u0131lan de\u011fer 0,7’dir. Bu fakt\u00f6r, hareketli y\u00fck\u00fcn e\u015flik eden etki olarak kabul edildi\u011fi kombinasyonlarda Q’ya uygulan\u0131r.
    \n \n<\/div>\n
    \n \n<\/div>\n
    \n \n<\/div>\n
    \n 1.0G + 1.0Q kombinasyonunun da eklenmesi i\u00e7in
    \n <\/span>\u201cFakt\u00f6rs\u00fcz G+Q Kombinasyonu Olu\u015ftur\u201d<\/span><\/i><\/b> se\u00e7ene\u011fini i\u015faretleyin:
    \n <\/span>1.0G + 1.0Q<\/span><\/i>.
    \n <\/span>
    <\/span>
    \n<\/span><\/div>\n


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


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


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


    \n P1, P2, P3, P4 ve P5 olarak adland\u0131r\u0131lan be\u015f temel patern y\u00fck d\u00fczeninin se\u00e7ilebildi\u011fi patern y\u00fck \u015fablonunu etkinle\u015ftirmek i\u00e7in
    \n <\/span>\u201cPatern Y\u00fckleri Otomatik Tan\u0131mla\u201d<\/span><\/i><\/b> se\u00e7ene\u011fini i\u015faretleyin: <\/span>
    <\/span>
    \n<\/span><\/div>\n


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

    P1 paterni, birinci a\u00e7\u0131kl\u0131\u011fa \u2018olumsuz\u2019 y\u00fck (uygulanan maksimum y\u00fck), ikinci a\u00e7\u0131kl\u0131\u011fa \u2018olumlu\u2019 y\u00fck (minimum y\u00fck) uygular ve bu \u015fekilde devam eder.<\/span><\/span><\/div>\n


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


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

    \n Ge\u00e7erli tasar\u0131m y\u00f6netmeli\u011fi, hangi y\u00fck durumu\/durumlar\u0131n\u0131n paternlenece\u011fini belirler:
    \n <\/span>
    <\/span>
    \n <\/span><\/div>\n


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


      \n <\/span><\/p>\n
    1. BS8110 \/CP65 \u2013 hem G hem Q paternlenir.<\/span>
      <\/span><\/li>\n


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

    2. EC 2 \u2013 yaln\u0131zca Q paternlenir<\/span><\/li>\n<\/ol>\n

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

      \n
      \n \"Notlar\"<\/p>\n
      \n Sabit y\u00fck ve hareketli y\u00fck i\u00e7in etkin \u2018olumsuz\u2019 y\u00fck fakt\u00f6rleri s\u0131ras\u0131yla Maks. G Fakt\u00f6r\u00fc ve Maks. Q Fakt\u00f6r\u00fc de\u011ferleridir. Sabit y\u00fck ve hareketli y\u00fck i\u00e7in etkin \u2018olumlu\u2019 y\u00fck fakt\u00f6rleri s\u0131ras\u0131yla 1,0 ve 0’d\u0131r. Di\u011fer bir deyi\u015fle, se\u00e7ilen y\u00f6netmelikte belirtildi\u011fi gibi belirli alternatif a\u00e7\u0131kl\u0131klar ve biti\u015fik a\u00e7\u0131kl\u0131klar farkl\u0131 perm\u00fctasyonlarla y\u00fcklenir ve y\u00fck kald\u0131r\u0131l\u0131r. <\/span>\n <\/div>\n

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

      \n \n<\/div>\n
      \n A\u015fa\u011f\u0131daki tablo, bina analizi sonras\u0131nda <\/u>Analitik Model<\/u><\/a> g\u00f6r\u00fcn\u00fcm\u00fc \u00fczerinden incelenebilecek sabit veya hareketli y\u00fck i\u00e7in temel y\u00fck paternlerini g\u00f6stermektedir:<\/span><\/div>\n
      \u200b<\/span>
      \n \n<\/div>\n
      \n
      \n \n<\/div>\n
      \n Paternlerin yaln\u0131zca bir y\u00f6nde uygulanmas\u0131n\u0131 sa\u011flamak i\u00e7in
      \n \u201cY\u00f6ne Ba\u011fl\u0131 Patern Y\u00fckleme\u201d<\/i><\/b> se\u00e7ene\u011fini i\u015faretleyin.
      \n \n<\/div>\n
      \n \n<\/div>\n
      \n Her y\u00f6ne ba\u011fl\u0131 paternin \u00f6rnekleri a\u015fa\u011f\u0131da g\u00f6sterilmektedir:
      \n \n<\/div>\n
      \n
      \n \n<\/div>\n

      Kademeli \u0130n\u015faat
      <\/h3>\n
      \n Kademeli in\u015faat y\u00fck durumlar\u0131 ve kombinasyonlar\u0131, Y\u00fckleme Olu\u015fturucu i\u00e7inde etkinle\u015ftirilir.<\/div>\n
      \n \n<\/div>\n
      \n
      \n \n<\/div>\n
      \n Kademeli in\u015faat analizini etkinle\u015ftirmek i\u00e7in
      \n \u201cKademeli \u0130n\u015faat Durumlar\u0131\u201d<\/i><\/b> se\u00e7ene\u011fini i\u015faretleyin.
      \n \n<\/div>\n
      \n \n<\/div>\n
      \n Her kademenin varsay\u0131lan s\u00fcresini belirtmek i\u00e7in
      \n \u201cKademe S\u00fcresi\u201d<\/i><\/b> alan\u0131 kullan\u0131l\u0131r; bu s\u00fcre daha sonra tek tek kademeler i\u00e7in de\u011fi\u015ftirilebilir.
      \n \n<\/div>\n
      \n \n<\/div>\n
      \n Bir S
      \n G<\/i> kademeli y\u00fck durumu olu\u015fturmak i\u00e7in
      \n \u201cKademeli \u0130n\u015faat Durumlar\u0131: G\u201d<\/i><\/b> se\u00e7ene\u011fini i\u015faretleyin.
      \n \n<\/div>\n
      \n Bir S
      \n Q<\/i> kademeli y\u00fck durumu olu\u015fturmak i\u00e7in
      \n \u201cKademeli \u0130n\u015faat Durumlar\u0131: Q\u201d<\/i><\/b> se\u00e7ene\u011fini i\u015faretleyin.
      \n \n<\/div>\n
      \n Biri kademesiz durumlar\u0131, di\u011feri kademeli durumlar\u0131 i\u00e7eren iki kombinasyon seti olu\u015fturmak i\u00e7in
      \n \u201cKademeli G ve Q i\u00e7in Yeni Kombinasyonlar Olu\u015ftur\u201d<\/b> se\u00e7ene\u011fini i\u015faretleyin. Se\u00e7enek i\u015faretlenmedi\u011finde, yaln\u0131zca kademeli durumlar\u0131 kullanan bir kombinasyon seti olu\u015fturulur.
      \n \n<\/div>\n
      \n \n<\/div>\n
      \n Kademe Kontrol\u00fc:<\/u><\/b>\n<\/div>\n
      \n Y\u00fckleme olu\u015fturulduktan sonra,
      \n \u201cLoad Cases\u201d <\/i><\/b>butonu > 
      \n Load Case Editor<\/b><\/i> \u00fczerinden kademelerin i\u00e7eri\u011fini ve
      \n s\u00fcresini<\/i> ayarlamak m\u00fcmk\u00fcnd\u00fcr.<\/div>\n
      \u200b<\/b><\/i><\/div>\n
      \u200b<\/b><\/i><\/div>\n
      <\/div>\n
      \n

      \n<\/div>\n

      \n \n<\/div>\n
      \n
      \n \"\u0130pucu\"<\/p>\n
      \n Kademeli in\u015faat analizi hakk\u0131nda daha fazla a\u00e7\u0131klama i\u00e7in buraya bak\u0131n:  
      \n Kademeli \u0130n\u015faat Analizi<\/a>
      \n \n <\/div>\n

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

      Yanal Y\u00fckler
      <\/h3>\n
      \n "Deprem Y\u00fck\u00fc", \u201cNominal Y\u00fckler\u201d,<\/i><\/b>
      \n \u201cR\u00fczgar Y\u00fckleri\u201d <\/i><\/b>ve
      \n \u201cZemin Bas\u0131nc\u0131\u201d<\/i><\/b> t\u00fcr\u00fcndeki yanal y\u00fck durumlar\u0131
      \n "Yatay Y\u00fck Kombinasyonlar\u0131"<\/i><\/b> sekmesinde belirtilebilir.
      \n \n<\/div>\n
      \n Ge\u00e7erli tasar\u0131m y\u00f6netmeli\u011fi BS8110 veya CP65 ise, hangi kombinasyonlar\u0131n olu\u015fturulaca\u011f\u0131n\u0131 belirtmek i\u00e7in R\u00fczgar ve Zemin Bas\u0131nc\u0131 durumlar\u0131na y\u00f6nelik ek kontroller sunulur.
      \n \n<\/div>\n
      \n \n<\/div>\n

      Deprem Y\u00fckleri
      <\/h3>\n
      \n Bina Analizi > Parametreler b\u00f6l\u00fcm\u00fcnde deprem y\u00f6netmeli\u011fi olarak EC8 ayarlanm\u0131\u015fsa, Deprem Y\u00fck\u00fc kombinasyonlar\u0131
      \n "Yatay Y\u00fck Kombinasyonlar\u0131"<\/i><\/b> sekmesinde belirtilebilir.
      \n \n<\/div>\n
      \n \n<\/div>\n
      \n Deprem y\u00fck\u00fc kombinasyonlar\u0131 i\u00e7in iki se\u00e7enek bulunur:
      \n "E\u015fde\u011fer Statik Y\u00fck" <\/i><\/b>ve
      \n "Modal Tepki Spektrumu"<\/i><\/b>.
      \n \n<\/div>\n
      \n \n<\/div>\n
      \n Plan veya g\u00f6r\u00fcn\u00fc\u015f bak\u0131m\u0131ndan d\u00fczensiz bina modellerinde genellikle
      \n "Modal <\/b>Tepki <\/b><\/span>Spektrumu"<\/b><\/i> se\u00e7ilmelidir;
      \n "E\u015fde\u011fer Statik Y\u00fck" <\/i><\/b>se\u00e7ene\u011fi ise yaln\u0131zca daha basit bir model i\u00e7in se\u00e7ilmelidir.
      \n \n<\/div>\n
      \n \"Notlar\"<\/p>\n
        \n
      1.  "Y\u00fck durumlar\u0131"<\/i><\/b> terimi "Modal <\/b>Tepki<\/b><\/span> Spektrumu" <\/b><\/i>i\u00e7in Sx+, Sx-, Sy+, Sy-<\/i>, "E\u015fde\u011fer Statik Y\u00fck"<\/i><\/b> i\u00e7in ise Ex+, Ex-, Ey+, Ey-<\/i> olarak tan\u0131mlan\u0131r.<\/li>\n
      2. Ek "Y\u00fck Kombinasyonlar\u0131"<\/i><\/b>, "Simetrik Sonu\u00e7lar i\u00e7in T\u00fcm Olas\u0131 Kombinasyonlar\u0131 Olu\u015ftur"<\/i><\/b> se\u00e7ene\u011fi i\u015faretlendi\u011finde olu\u015fturulabilir. Bu se\u00e7enek, ayn\u0131 y\u00f6nde ancak negatif i\u015faretli ek y\u00fck kombinasyonlar\u0131n\u0131 kar\u015f\u0131lamak i\u00e7in kullan\u0131l\u0131r.<\/li>\n<\/ol>\n

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

        S\u0131cakl\u0131k Y\u00fcklemesi
        <\/h3>\n
        \n Termal y\u00fck durumu i\u00e7eren kombinasyonlar olu\u015fturmak i\u00e7in
        \n \u201cS\u0131cakl\u0131k Y\u00fcklemesi\u201d<\/i><\/b> se\u00e7ene\u011fini i\u015faretleyin.
        \n \n<\/div>\n
        \n \n<\/div>\n
        \n Termal y\u00fck durumlar\u0131n\u0131n i\u00e7eri\u011fi S\u0131cakl\u0131k Y\u00fckleri ile s\u0131n\u0131rl\u0131d\u0131r.
        \n \n<\/div>\n
        \n \n<\/div>\n

        Y\u00fck Durumlar\u0131n\u0131n Manuel Tan\u0131mlanmas\u0131
        <\/h2>\n
        \n

        \u201cY\u00fck Kombinasyonlar\u0131 D\u00fczenleyicisi"<\/b><\/i> g\u00f6r\u00fcnt\u00fclendi\u011finde, y\u00fck kombinasyonu setindeki t\u00fcm y\u00fck durumlar\u0131n\u0131n tablosunu g\u00f6rmek i\u00e7in
        \n \u201cY\u00fck Durumlar\u0131\u201d<\/b><\/i>
        \n <\/b> d\u00fc\u011fmesine t\u0131klayabilirsiniz.
        \n \n<\/div>\n

        \n

        \n<\/div>\n

        \n Tan\u0131mlanabilecek d\u00fc\u015fey ve yatay y\u00fck durumu say\u0131s\u0131nda herhangi bir s\u0131n\u0131r yoktur.
        \n \n<\/div>\n
          \n
        1. Tablodaki ikinci s\u00fctun, y\u00fck durumunun etiketini i\u00e7erir. Etiket olarak herhangi bir metin de\u011feri atanabilir, ancak k\u0131sa isimler tercih edilmelidir. <\/li>\n
        2. \u00dc\u00e7\u00fcnc\u00fc s\u00fctun, bir sembol kullanarak y\u00fck durumu tipini g\u00f6rsel olarak a\u00e7\u0131klar.<\/li>\n
        3. D\u00f6rd\u00fcnc\u00fc s\u00fctun, d\u00fc\u015fey y\u00fck durumunun d\u00fczenini tan\u0131mlar <\/b>( _ bo\u015f, = dolu )<\/b><\/span>. <\/li>\n
        4. Be\u015finci s\u00fctun yatay y\u00fck durumlar\u0131n\u0131n y\u00f6n\u00fcn\u00fc g\u00f6sterirken, alt\u0131nc\u0131 s\u00fctun yatay y\u00fck durumunun (varsa) d\u0131\u015fmerkezli\u011fini belirtir. <\/li>\n
        5. Yedinci s\u00fctun, kullan\u0131c\u0131lar\u0131n "\u00c7atlam\u0131\u015f Kesit Kullan"<\/i><\/b> se\u00e7ene\u011fini i\u015faretlemesine olanak tan\u0131r. Rijitlik tablosu yaln\u0131zca bu se\u00e7enek i\u015faretli y\u00fck durumlar\u0131 i\u00e7in uygulan\u0131r; deprem y\u00fck durumlar\u0131nda ise \u00e7atlam\u0131\u015f kesitler her zaman varsay\u0131l\u0131r.<\/li>\n
        6. Son s\u00fctun, y\u00fck durumunun tan\u0131m\u0131n\u0131 i\u00e7erir. Olu\u015fturdu\u011funuz y\u00fck durumlar\u0131na her zaman k\u0131sa ve a\u00e7\u0131klay\u0131c\u0131 bir tan\u0131m verin.<\/li>\n<\/ol>\n
          \n Yeni bir y\u00fck durumu olu\u015fturmak i\u00e7in mevcut y\u00fck durumlar\u0131ndan birini se\u00e7in ve
          \n \u201cA\u015fa\u011f\u0131 Ekle\u201d<\/b><\/i> veya
          \n \u201cYukar\u0131 Ekle\u201d<\/b><\/i>
          \n <\/b> d\u00fc\u011fmelerinden birine bas\u0131n. Y\u00fck durumu eklendikten sonra,
          \n \u201cD\u00fczenle\u201d<\/i><\/b> d\u00fc\u011fmesine basarak
          \n \u201cY\u00fck Durumu D\u00fczenleyicisi\u201d<\/i><\/b> ile d\u00fczenleyin.
          \n \n<\/div>\n
          \n \n<\/div>\n
          \n

          \u201cY\u00fck Durumu Etiketi\u201d<\/i><\/b> ve
          \n \u201cY\u00fck Durumu A\u00e7\u0131klamas\u0131\u201d <\/i><\/b>alanlar\u0131 k\u0131sa a\u00e7\u0131klamalarla doldurulmal\u0131d\u0131r.
          \n \n<\/div>\n

          \n \n<\/div>\n

          D\u00fc\u015fey Y\u00fckler
          <\/h3>\n
          \n Binadaki hareketli y\u00fckler bir d\u00fc\u015fey y\u00fck durumuyla, sabit y\u00fckler ise ba\u015fka bir d\u00fc\u015fey y\u00fck durumuyla temsil edilir. T\u00fcm a\u00e7\u0131kl\u0131klar\u0131n tam y\u00fckl\u00fc oldu\u011fu sabit ve hareketli y\u00fcklere ek olarak, hem sabit hem de hareketli y\u00fcklemeler i\u00e7in kullan\u0131labilecek d\u00fczenli y\u00fcklemeler tan\u0131mlanabilir. Bu d\u00fczenler \u00f6nceden tan\u0131ml\u0131 olabilece\u011fi gibi kullan\u0131c\u0131 taraf\u0131ndan da tan\u0131mlanabilir. Bunlar\u0131n yan\u0131 s\u0131ra
          \n y\u00f6ne ba\u011fl\u0131 d\u00fczenli y\u00fck durumlar\u0131<\/u> tan\u0131mlanabilir (bir y\u00f6ndeki kiri\u015fler d\u00fczenli y\u00fcklemeye sahipken, di\u011fer y\u00f6ndeki kiri\u015fler y\u00fck aktar\u0131m mekanizmas\u0131na g\u00f6re tam y\u00fckl\u00fc veya y\u00fcks\u00fcz olur). Bu sayede kolonlardaki eksenel y\u00fck azalmas\u0131 minimize edilir.
          \n \n<\/div>\n
          \n \n<\/div>\n
          \n D\u00fc\u015fey Y\u00fck Durumlar\u0131n\u0131n Manuel Tan\u0131mlanmas\u0131<\/b><\/u>
          \n \n<\/div>\n
          \n

          \u201cD\u00fc\u015fey Y\u00fck\u201d <\/i><\/b>se\u00e7ene\u011fini
          \n \u201cY\u00fck Durumu Tipi\u201d <\/i><\/b>\u00e7er\u00e7evesinde se\u00e7erseniz, sa\u011fdaki listede \u00fc\u00e7 y\u00fck durumu tipi etkinle\u015fir.
          \n \n<\/div>\n

          \n
          \n \n<\/div>\n
            \n
          1. \u201cKullan\u0131c\u0131 Tan\u0131ml\u0131 D\u00fc\u015fey Y\u00fck\u201d<\/i><\/b>, sabit ve hareketli y\u00fck kategorisi d\u0131\u015f\u0131nda manuel d\u00fc\u015fey y\u00fckler tan\u0131mlaman\u0131za olanak tan\u0131r. Bu y\u00fckler kiri\u015flere, d\u00f6\u015femelere ve kolon\/perde d\u00fc\u011f\u00fcmlerine atanabilir.<\/li>\n
          2. \u201cSabit Y\u00fck Durumu\u201d <\/i><\/b>genellikle eleman \u00f6z a\u011f\u0131rl\u0131klar\u0131ndan ve ek sabit y\u00fcklerden olu\u015fur. Sabit y\u00fck durumu kategorisi alt\u0131nda ek yay\u0131l\u0131 y\u00fckler veya tekil y\u00fckler de atayabilirsiniz.<\/li>\n
          3. \u201cHareketli Y\u00fck Durumu\u201d<\/b><\/i>, sabit y\u00fck ve di\u011fer sabit y\u00fckler d\u0131\u015f\u0131nda binaya etkiyen d\u00fc\u015fey ge\u00e7ici hareketli y\u00fckleri i\u00e7erir.<\/li>\n
          4. "\u00c7at\u0131 Hareketli Y\u00fck Durumu"<\/i><\/b>  \u00e7at\u0131ya etkiyen hareketli y\u00fcklemeden olu\u015fur.<\/li>\n
          5. "Kar Y\u00fck\u00fc Durumu"<\/i><\/b>  ve "Ya\u011fmur Y\u00fck\u00fc Durumu"<\/i><\/b>  kar veya ya\u011fmurun yap\u0131 elemanlar\u0131na d\u00fc\u015fmesi s\u0131ras\u0131nda olu\u015fan kuvvetleri\/a\u011f\u0131rl\u0131\u011f\u0131 i\u00e7erir.<\/li>\n
          6. "D\u00fc\u015fey Deprem Y\u00fck\u00fc Durumu"<\/i><\/b>  depremin olu\u015fturdu\u011fu d\u00fc\u015fey kuvvetleri dikkate al\u0131r.<\/li>\n<\/ol>\n
            \n \n<\/div>\n
            \n Sabit veya hareketli y\u00fck\u00fcn d\u00fczenini, sa\u011fdaki listenin alt\u0131ndaki
            \n \u201cY\u00fckleme D\u00fczeni\u201d<\/i><\/b> alan\u0131na girin.
            \n \n<\/div>\n
            \n
            \n \"Notlar\"<\/p>\n
            \n D\u00fczenli y\u00fcklerde tam y\u00fckl\u00fc a\u00e7\u0131kl\u0131klar
            \n \u20181\u2019<\/i>,<\/b> y\u00fcks\u00fcz a\u00e7\u0131kl\u0131klar ise
            \n \u20180\u2019<\/i><\/b> olarak belirtilir. T\u00fcm a\u00e7\u0131kl\u0131klar\u0131n y\u00fckl\u00fc oldu\u011fu durumlarda bu alan\u0131 bo\u015f b\u0131rak\u0131n.
            \n \n <\/div>\n

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

            \n
            \n \"Bilgi\"<\/p>\n
            \n \u00d6rne\u011fin,
            \n \u201cDolu-Bo\u015f-Dolu-Dolu-Bo\u015f\u201d<\/i><\/b> d\u00fczenine sahip bir sabit veya hareketli y\u00fck olu\u015fturmak i\u00e7in bu alana 10110 girin. T\u00fcm a\u00e7\u0131kl\u0131klar tam y\u00fckl\u00fc olacaksa, bu alan\u0131 bo\u015f b\u0131rak\u0131n.
            \n \n <\/div>\n

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

            \n \n<\/div>\n
            \n Y\u00fckleme d\u00fczeni olarak en az iki karakter girdi\u011finizde,
            \n \u201cD\u00fczen Y\u00f6n\u00fc\u201d <\/i><\/b>alan\u0131 etkinle\u015fir. D\u00fczenli y\u00fck, burada belirtilen y\u00f6n boyunca uygulan\u0131r.
            \n \n<\/div>\n
            \n
            \n \"Bilgi\"<\/p>\n
            \n \u00d6rne\u011fin, 1. y\u00f6n kiri\u015flerinin d\u00fczenli y\u00fcklemeye sahip olmas\u0131n\u0131, 2. y\u00f6n kiri\u015flerinin ise (1. y\u00f6n kiri\u015fi \u00fczerine oturmuyorsa) d\u00fczenli y\u00fck almamas\u0131n\u0131 istiyorsan\u0131z
            \n \u201cY\u00f6n-1\u201d<\/b><\/i>
            \n <\/b>kiri\u015flerini se\u00e7in.
            \n \n <\/div>\n

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

            \n D\u00fczenli y\u00fcklemeyi her iki y\u00f6ndeki kiri\u015flere de uygulamak i\u00e7in
            \n \u201cYok\u201d<\/i><\/b> se\u00e7in.
            \n \n <\/div>\n<\/div>\n
            \n \n<\/div>\n

            Yatay Y\u00fckler
            <\/h3>\n
            \n Yatay y\u00fck durumlar\u0131
            \n \u201cKullan\u0131c\u0131 Tan\u0131ml\u0131 Yatay Y\u00fckler\u201d<\/i><\/b>,
            \n \u201cNominal Y\u00fckler\u201d, "Nominal Y\u00fck Durumu", "E\u015fde\u011fer Statik Deprem Y\u00fck\u00fc", "Deprem Spektrum Y\u00fcklemesi" <\/i><\/b>veya
            \n \u201cR\u00fczgar Y\u00fck\u00fc\u201d<\/b><\/i>
            \n olarak s\u0131n\u0131fland\u0131r\u0131l\u0131r.<\/i><\/b>
            \n \n<\/div>\n
            \n \n<\/div>\n
            \n Bu yatay y\u00fcklerin y\u00f6n\u00fc ve her y\u00f6ndeki d\u0131\u015fmerkezlikleri kullan\u0131c\u0131 taraf\u0131ndan tan\u0131mlanabilir.
            \n \n<\/div>\n
            \n \n<\/div>\n
            \n Yatay Y\u00fcklerin Manuel Tan\u0131mlanmas\u0131<\/b><\/u>
            \n \n<\/div>\n
            \n Yatay y\u00fckleri manuel olarak hesaplay\u0131p binaya uygulamak istiyorsan\u0131z, listeden
            \n \u201cKullan\u0131c\u0131 Tan\u0131ml\u0131 Yatay Y\u00fck\u201d<\/b><\/i> veya
            \n \u201cR\u00fczgar Y\u00fck\u00fc\u201d<\/i><\/b> se\u00e7ene\u011fini se\u00e7in. Uygulama noktalar\u0131 ve b\u00fcy\u00fckl\u00fckleri daha sonra
            \n \u201cR\u00fczgar ve Kat Y\u00fckleri\u201d<\/i><\/b> alan\u0131na girilebilir.
            \n \n<\/div>\n
            \n \n<\/div>\n
            \n

            \u201cTeorik Y\u00fck\u201d<\/b><\/i> durumunda, yatay y\u00fckler kat a\u011f\u0131rl\u0131\u011f\u0131n\u0131n bir y\u00fczdesi olarak otomatik hesaplan\u0131r ve de\u011fi\u015ftirilemez.
            \n \n<\/div>\n

            \n \n<\/div>\n
            \n Teorik y\u00fckleme ile ilgili parametreler, Analiz \u00d6ncesi’ndeki Proje Parametreleri’nin
            \n \u201cYatay Y\u00fckleme\u201d <\/i><\/b>sekmesinde belirtilebilir.
            \n \n<\/div>\n
            \n \n<\/div>\n
            \n Yukar\u0131daki her yatay y\u00fck durumu i\u00e7in,
            \n \u201cY\u00fckleme Y\u00f6n\u00fc\u201d <\/i><\/b>ifadesi
            \n \u201cBirincil\u201d<\/i><\/b> olarak adland\u0131r\u0131l\u0131r; bu terim,
            \n \u201cBina Parametreleri\u201d.<\/i><\/b> i\u00e7inde belirtilen a\u00e7\u0131 de\u011ferine kar\u015f\u0131l\u0131k gelir.
            \n \u201c\u0130kincil (Birincil + 90)\u201d <\/i><\/b>y\u00f6n\u00fc, birincil y\u00f6ne diktir.
            \n \n<\/div>\n
            \n
            \n \"Fikir\"<\/p>\n
            \n \u00d6zetle, X y\u00f6n\u00fcnde bir y\u00fckleme i\u00e7eren y\u00fck durumu olu\u015fturmak i\u00e7in
            \n \u201cBirincil\u201d<\/i><\/b>‘i se\u00e7in. Y y\u00f6n\u00fcnde bir y\u00fckleme i\u00e7in
            \n \u201c\u0130kincil (Birincil+90)\u201d.<\/i><\/b>
            \n \n <\/div>\n

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

            \n Her yatay y\u00fck durumu i\u00e7in bir d\u0131\u015fmerkezlik tan\u0131mlanabilir. Bu,
            \n \u201cD\u0131\u015fmerkezlik\u201d <\/i><\/b>alan\u0131nda belirtilebilir. Her y\u00f6n i\u00e7in d\u0131\u015fmerkezlik
            \n \u201c+\u201d <\/i><\/b>veya
            \n \u201c-\u201c<\/i><\/b> olarak belirtilebilir. D\u0131\u015fmerkezlik miktar\u0131
            \n \u201cBina Parametreleri\u201d<\/i><\/b> \u00fczerinden genel olarak kontrol edilir. D\u0131\u015fmerkezlik i\u00e7in varsay\u0131lan de\u011fer
            \n %5’tir.<\/b>
            \n \n<\/div>\n
            \n \n<\/div>\n

            Is\u0131l Y\u00fck
            <\/h3>\n
            \n Elle bir \u0131s\u0131l y\u00fck durumu olu\u015fturmak i\u00e7in
            \n \u201cIs\u0131l Y\u00fck\u201d<\/i><\/b> se\u00e7ene\u011fini
            \n \u201cY\u00fck Durumu T\u00fcr\u00fc\u201d<\/i><\/b> \u00e7er\u00e7evesinde se\u00e7in ve
            \n \u201cY\u00fck Durumu Etiketi\u201d<\/i><\/b> ile
            \n \u201cY\u00fck Durumu A\u00e7\u0131klamas\u0131\u201d<\/i><\/b> alanlar\u0131n\u0131 doldurun.
            \n \n<\/div>\n
            \n \n<\/div>\n

            \u0130n\u015faat A\u015famas\u0131 \u0130\u00e7eri\u011finin ve S\u00fcresinin Ayarlanmas\u0131
            <\/h2>\n
            \n \u201cY\u00fckleme Olu\u015fturucu\u201d <\/i><\/b>a\u015famal\u0131 in\u015faat y\u00fck durumlar\u0131n\u0131z\u0131 tan\u0131mlamak i\u00e7in kulland\u0131ktan sonra, her a\u015faman\u0131n i\u00e7eri\u011fini ve s\u00fcresini ayarlamak i\u00e7in
            \n \u201cY\u00fck Durumlar\u0131\u201d<\/i><\/b> d\u00fc\u011fmesine t\u0131klayabilirsiniz.
            \n \n<\/div>\n
            \n Ayarlanacak in\u015faat a\u015famas\u0131 y\u00fck durumunu se\u00e7in ve
            \n \u201cD\u00fczenle\u201d<\/i><\/b> d\u00fc\u011fmesine basarak
            \n \u201cY\u00fck Durumu D\u00fczenleyicisi\u201d<\/i><\/b> ile de\u011fi\u015ftirin.
            \n \n<\/div>\n
            \n \n<\/div>\n

            \u0130n\u015faat A\u015famas\u0131 \u0130\u00e7eri\u011finin Ayarlanmas\u0131
            <\/h3>\n
            \n Varsay\u0131lan olarak her kat seviyesi ba\u015flang\u0131\u00e7ta bir a\u015fama olarak kabul edilir.
            \n \n<\/div>\n
            \n \n<\/div>\n
            \n Birinci a\u015fama her zaman 1. kat\u0131 i\u00e7ermelidir; ancak bu a\u015fama ve sonraki her a\u015fama, birden fazla kat\u0131 i\u00e7erecek \u015fekilde ayarlanabilir.
            \n \n<\/div>\n
            \n \n<\/div>\n
            \n Bir a\u015famada dikkate al\u0131nan kat say\u0131s\u0131n\u0131
            \n art\u0131rmak<\/i> i\u00e7in, bir sonraki a\u015faman\u0131n ba\u015flad\u0131\u011f\u0131 kat numaras\u0131n\u0131 de\u011fi\u015ftirmeniz yeterlidir.
            \n \n<\/div>\n
            \n
            \n \"Fikir\"<\/p>\n
            \n \u00d6rne\u011fin, 1. kat ile 2. kat\u0131 tek bir a\u015famada birle\u015ftirmek i\u00e7in A\u015fama-2’yi 3. katta ba\u015flayacak \u015fekilde d\u00fczenleyin.
            \n \n <\/div>\n

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

            \n Bir a\u015fama bu \u015fekilde d\u00fczenlendi\u011finde, daha \u00fcst a\u015famalar buna uygun olarak otomatik ayarlan\u0131r.
            \n \n<\/div>\n
            \n \n<\/div>\n

            \u0130n\u015faat A\u015famas\u0131 S\u00fcresinin Ayarlanmas\u0131
            <\/h3>\n
            \n Her a\u015faman\u0131n s\u00fcresi, ilgili a\u015faman\u0131n analizinde kullan\u0131lan Elastisite Mod\u00fcl\u00fc’n\u00fc (Ec) belirler; normal \u00e7imento kullan\u0131ld\u0131\u011f\u0131 varsay\u0131l\u0131r ve t ya\u015f\u0131ndaki Ec de\u011feri \u015fu \u015fekilde tahmin edilir:
            \n \n<\/div>\n
            \n \n<\/div>\n
            \n
            \n \n<\/div>\n
            \n \n<\/div>\n
            \n Yukar\u0131dakilerden, ilk birka\u00e7 g\u00fcnden sonra s\u00fcreye ba\u011fl\u0131 de\u011fi\u015fikliklerin sonu\u00e7lar \u00fczerinde b\u00fcy\u00fck bir etkisi olmad\u0131\u011f\u0131 g\u00f6r\u00fclebilir.
            \n \n<\/div>\n
            \n Varsay\u0131lan olarak t\u00fcm a\u015famalar ba\u015flang\u0131\u00e7ta ayn\u0131 s\u00fcreye sahiptir; ancak her a\u015faman\u0131n s\u00fcresi gerekti\u011finde ayr\u0131 ayr\u0131 d\u00fczenlenebilir.
            \n \n<\/div>\n
            \n \n<\/div>\n
            \n \n<\/div>\n
            \n \n<\/div>\n","protected":false},"excerpt":{"rendered":"

            ProtaStructure’da y\u00fck kombinasyonlar\u0131n\u0131n tan\u0131mlanmas\u0131, P-Delta analizi ve Y\u00fckleme Olu\u015fturucu ile otomatik kombinasyon olu\u015fturma 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":[29,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1644","wiki","type-wiki","status-publish","hentry","category-pre-analysis","category-technical-manuals"],"yoast_head":"\nY\u00fck Kombinasyonlar\u0131 Nas\u0131l Tan\u0131mlan\u0131r \u2013 ProtaStructure<\/title>\n<meta name=\"description\" content=\"ProtaStructure y\u00fck kombinasyonlar\u0131 nas\u0131l tan\u0131mlan\u0131r? 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