{"id":1871,"date":"2026-08-03T21:35:07","date_gmt":"2026-08-03T21:35:07","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/dogrusal-olmayan-deprem-izolatorleri\/"},"modified":"2026-08-03T21:35:07","modified_gmt":"2026-08-03T21:35:07","slug":"dogrusal-olmayan-deprem-izolatorleri","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/dogrusal-olmayan-deprem-izolatorleri\/","title":{"rendered":"Do\u011frusal Olmayan Deprem \u0130zolat\u00f6rleri"},"content":{"rendered":"
<\/p>\n
Deprem izolasyonu alan\u0131ndaki uzmanl\u0131\u011f\u0131m\u0131zdan yararlanarak, deprem izolasyonlu binalar\u0131n nihai ve hassas tasar\u0131m\u0131n\u0131 sa\u011flamak i\u00e7in yeni ara\u00e7lar geli\u015ftirdik.<\/span><\/div>\n<\/p>\n
Depreme dayan\u0131kl\u0131 yap\u0131 tasar\u0131m\u0131, ileri d\u00fczey deprem m\u00fchendisli\u011fi uzmanl\u0131\u011f\u0131 gerektirir. Deprem izolasyonu, izolasyon katman\u0131 \u00fczerindeki yap\u0131n\u0131n periyodunu uzatarak deprem kuvvetlerini, kat ivmelerini ve g\u00f6reli \u00f6telemeleri azaltmak i\u00e7in kullan\u0131l\u0131r. Deprem izolat\u00f6rleri yap\u0131ya belirli bir d\u00fczeyde s\u00f6n\u00fcm de kazand\u0131r\u0131r. Bu yap\u0131lar\u0131n imalat ve proje a\u015famalar\u0131nda dikkat edilmesi gereken \u00f6nemli noktalar vard\u0131r.<\/span><\/div>\n<\/p>\n
Depreme dayan\u0131kl\u0131 yap\u0131 tasar\u0131m\u0131ndaki ba\u015fl\u0131ca a\u015famalar: <\/span>
<\/span><\/div>\n

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

    \n
  1. Yap\u0131n\u0131n mimarisinin ve fonksiyonunun belirlenmesi<\/span><\/b>: Binan\u0131n fonksiyonu, mimari ve mekanik tasar\u0131m a\u015famalar\u0131nda deprem izolat\u00f6rleri <\/span><\/span>dikkate al\u0131narak tasarlanmal\u0131d\u0131r. <\/span>
    <\/span><\/li>\n
  2. Ta\u015f\u0131y\u0131c\u0131 sistemin \u015fekillendirilmesi<\/span><\/b>: \u0130zolat\u00f6rlerin yerle\u015fiminin belirlenmesi ve kuvvetleri g\u00fcvenli \u015fekilde iletecek <\/span><\/span>elemanlar\u0131n tasarlanmas\u0131 b\u00fcy\u00fck \u00f6nem ta\u015f\u0131r. <\/span>
    <\/span><\/li>\n
  3. B\u00f6lgeye \u00f6zg\u00fc <\/span>deprem tehlikelerinin<\/span><\/b> belirlenmesi, uygun <\/span>yer hareketlerinin<\/span><\/b> ve <\/span>hedef spektrumlar\u0131n<\/span><\/b> tespit edilmesi.<\/span>
    <\/span><\/li>\n
  4. \u0130zolat\u00f6r tiplerinin belirlenmesi amac\u0131yla yap\u0131n\u0131n modellenmesi ve \u00f6n tasar\u0131mlar\u0131n yap\u0131lmas\u0131. <\/span>\u0130zolat\u00f6r \u00fcnitelerinin tiplerinin belirlenmesi<\/span><\/b>. Bu a\u015famada do\u011frusal elastik analiz yeterli olabilir ve izolat\u00f6r tipleri genellikle \u00fcreticilerle birlikte kararla\u015ft\u0131r\u0131l\u0131r. <\/span>
    <\/span><\/li>\n
  5. Belirlenen izolat\u00f6r tipleriyle <\/span><\/b>yap\u0131n\u0131n tasar\u0131m\u0131n\u0131n kesinle\u015ftirilmesi. Farkl\u0131 deprem seviyeleri i\u00e7in izolat\u00f6rlerin alt ve \u00fcst s\u0131n\u0131r de\u011ferleri kullan\u0131larak tasar\u0131m, \u00f6telenme ve periyot kontrolleri yap\u0131l\u0131r.<\/span><\/li>\n<\/ol>\n

    Deprem \u0130zolat\u00f6r\u00fc K\u00fct\u00fcphanesi<\/span><\/h2>\n
    <\/p>\n
    Deprem izolat\u00f6r\u00fc tipleri art\u0131k <\/span>Modelleme <\/b>> <\/span>Deprem \u0130zolat\u00f6rleri<\/b> \u015ferit ara\u00e7 \u00e7ubu\u011funda bulunan k\u00fct\u00fcphane yard\u0131m\u0131yla tan\u0131mlanabilir.<\/span><\/span><\/div>\n

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

    \u0130zolat\u00f6r \u00fcnitelerinin Do\u011frusal \u00d6zellikleri<\/b>‘nin yan\u0131 s\u0131ra, Do\u011frusal Olmayan \u00d6zellikleri<\/b> de tan\u0131mlanabilir. K\u00fct\u00fcphanede yap\u0131lan bir de\u011fi\u015fiklik, atanm\u0131\u015f t\u00fcm tiplere otomatik olarak yans\u0131t\u0131l\u0131r.<\/span><\/div>\n<\/p>\n
    S\u00fcrt\u00fcnmeli sarka\u00e7 (FPS) izolat\u00f6r \u00fcniteleri i\u00e7in do\u011frusal olmayan \u00f6zellikler, Eksenel Kuvvet, S\u00fcrt\u00fcnme Katsay\u0131s\u0131<\/b> ve Net Sarka\u00e7 Yar\u0131\u00e7ap\u0131<\/b> gibi parametrelerden otomatik olarak hesaplanabilir. <\/span><\/div>\n

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

    <\/div>\n
    Kuvvet-deformasyon ili\u015fkisi, Ba\u015flang\u0131\u00e7 Rijitli\u011fi, Akma Sonras\u0131 Rijitlik<\/b> ve Akma Kuvveti<\/b> gibi de\u011ferler girilerek manuel olarak da tan\u0131mlanabilir. <\/span><\/span><\/span><\/div>\n
    <\/div>\n
    Kur\u015fun \u00c7ekirdekli Lastik Mesnetler<\/b> i\u00e7in do\u011frusal olmayan \u00f6zellikler, Ba\u015flang\u0131\u00e7 Rijitli\u011fi, Akma Sonras\u0131 Rijitlik ve Akma Kuvveti de\u011ferleri her iki y\u00f6nde farkl\u0131 olarak girilerek tan\u0131mlanabilir.<\/span><\/span><\/span><\/div>\n
    <\/div>\n
      <\/span><\/span><\/span><\/div>\n
    <\/div>\n

    Deprem \u0130zolat\u00f6rlerinin Elemanlara Atanmas\u0131<\/span>
    <\/span><\/h2>\n
    <\/p>\n

    Deprem \u0130zolat\u00f6rlerinin Kolonlara Atanmas\u0131<\/span><\/span>
    <\/h3>\n

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

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

    Deprem izolat\u00f6rlerini kolonlara atamak i\u00e7in:<\/div>\n<\/p>\n
    1. Ekranda bir kolon se\u00e7in ve sa\u011f t\u0131k men\u00fcs\u00fcnden "\u0130zolat\u00f6r Ata<\/b>" komutunu kullan\u0131n.<\/span><\/div>\n<\/p>\n
    2. "Deprem \u0130zolat\u00f6r\u00fc" listesinden, daha \u00f6nce k\u00fct\u00fcphanede tan\u0131mlanm\u0131\u015f izolat\u00f6r tiplerinden birini se\u00e7in.<\/div>\n<\/p>\n
    3. Konum ve Ofset de\u011ferlerini girin ve OK butonuna t\u0131klay\u0131n.<\/div>\n

    4. Belirtilen konumda kolonun analitik \u00e7er\u00e7evesine bir izolat\u00f6r eklenir.<\/span><\/p>\n

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

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

    Deprem \u0130zolat\u00f6rlerinin Dikd\u00f6rtgen Perdelere ve \u00c7ekirdek Perdelere<\/span><\/span><\/span><\/span> A<\/span><\/span><\/span><\/span><\/b>tanmas\u0131
    <\/b><\/span><\/span><\/span><\/span><\/h3>\n
    <\/p>\n
    ProtaStructure’\u0131n 2024 \u00f6ncesi s\u00fcr\u00fcmlerinde, dikd\u00f6rtgen perdelere veya \u00e7ekirdek perdelere yaln\u0131zca bir deprem izolat\u00f6r\u00fc eklenebiliyordu. Birden fazla izolat\u00f6r tan\u0131mlanmas\u0131 gerekti\u011finde, kullan\u0131c\u0131n\u0131n bunlar\u0131n do\u011frusal \u00f6zelliklerini birle\u015ftirerek tek bir toplula\u015ft\u0131r\u0131lm\u0131\u015f izolat\u00f6r olu\u015fturmas\u0131 gerekiyordu. Uygulamada perdeler i\u00e7in birden fazla izolat\u00f6r tan\u0131mlama gereksinimi vard\u0131r ve t\u00fcm izolat\u00f6r \u00f6zelliklerini birle\u015ftirme yakla\u015f\u0131m\u0131 do\u011frusal olmayan analizlerde ge\u00e7erli (veya yeterli) de\u011fildir. Bunun nedeni, perdelerin alt\u0131ndaki izolat\u00f6rler toplula\u015ft\u0131r\u0131ld\u0131\u011f\u0131nda olu\u015fabilecek \u00e7ekme kuvvetlerinin belirlenmesinin imkans\u0131z hale gelmesidir.
    <\/span><\/div>\n

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

    ProtaStructure 2024 ve sonraki s\u00fcr\u00fcmlerinde, perde panelleri i\u00e7in istedi\u011finiz say\u0131da izolat\u00f6r\u00fc tek tek tan\u0131mlayabilirsiniz. Bunu yapmak i\u00e7in:<\/div>\n<\/p>\n
    1. Ekranda bir dikd\u00f6rtgen perde veya \u00e7ekirdek perde se\u00e7in ve sa\u011f t\u0131k men\u00fcs\u00fcnden "\u0130zolat\u00f6r Ata<\/b>" komutunu kullan\u0131n.<\/div>\n<\/p>\n
    2. \u0130zolat\u00f6r atama penceresinde, izolat\u00f6r yerle\u015fiminin bir \u00f6n izlemesi g\u00f6sterilir.<\/div>\n<\/p>\n
    3. \u0130zolat\u00f6rleri, perde panelinin I ve J ekleme noktalar\u0131na kar\u015f\u0131l\u0131k gelecek \u015fekilde yerle\u015ftirebilirsiniz. Alternatif olarak, kesit boyunca e\u015fit da\u011f\u0131l\u0131m da sa\u011flayabilirsiniz. \u00c7ekirdek perdelerde, perde kollar\u0131 otomatik olarak tespit edilerek listelenir. Her perde kolu i\u00e7in izolat\u00f6rleri ayr\u0131 ayr\u0131 tan\u0131mlayabilirsiniz.<\/div>\n

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

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

    Perde Duvarlara Atanan \u0130zolat\u00f6rlerin Analitik Modellenmesi<\/span>
    <\/span><\/h2>\n
    <\/p>\n
    ProtaStructure’\u0131n \u00f6nceki s\u00fcr\u00fcmlerinde, deprem izolat\u00f6rl\u00fc perde duvarlar\u0131n "<\/span>Orta Ayak (Mid-pier)<\/b>" se\u00e7ene\u011fiyle modellenmesi gerekiyordu. ProtaStructure 2024 ve sonraki s\u00fcr\u00fcmlerinde, izolat\u00f6rl\u00fc perde duvarlar "<\/span>Sonlu Eleman Kabuk<\/b>" se\u00e7ene\u011fiyle modellenebilir.<\/span><\/span><\/div>\n

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

    Analitik model olu\u015fturmak i\u00e7in kabuk elemanlar izolat\u00f6r y\u00fcksekli\u011fine b\u00f6l\u00fcn\u00fcr ve belirtilen say\u0131da izolat\u00f6r eleman\u0131 bunlar\u0131n aras\u0131na analitik olarak yerle\u015ftirilir.<\/span><\/div>\n

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

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

    Do\u011frusal Olmayan Zaman Tan\u0131m Alanl\u0131 Analiz<\/span>
    <\/span><\/h2>\n
    <\/p>\n
    \u0130zolat\u00f6rlerin do\u011frusal olmayan \u00f6zellikleri<\/b>, ProtaStructure’da ger\u00e7ekle\u015ftirilen do\u011frusal olmayan zaman tan\u0131m alanl\u0131 analizde otomatik olarak dikkate al\u0131n\u0131r. Bu t\u00fcr bir analizde, izolat\u00f6rler d\u0131\u015f\u0131ndaki t\u00fcm elemanlar\u0131n do\u011frusal elastik oldu\u011fu kabul edilir ve <\/span>malzeme plastikle\u015fmesi atanmaz<\/u>.<\/span><\/span><\/div>\n

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

    1. Zaman tan\u0131m alanl\u0131 analiz ger\u00e7ekle\u015ftirmek i\u00e7in \u015ferit ara\u00e7 \u00e7ubu\u011funda "Analiz > Zaman Tan\u0131m Alanl\u0131 Analiz<\/b>" butonuna t\u0131klay\u0131n.<\/span><\/div>\n<\/p>\n
    2. Analizi ba\u015flatmadan \u00f6nce yer hareketlerini se\u00e7me<\/b> ve \u00f6l\u00e7eklendirme<\/b> gibi i\u015flemleri ger\u00e7ekle\u015ftirebilirsiniz.<\/span><\/div>\n

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

    \n

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

    Analiz \u00c7\u0131kt\u0131s\u0131<\/span>
    <\/span><\/span><\/h2>\n
    <\/p>\n

    ProtaStructure, do\u011frusal olmayan zaman tan\u0131m alanl\u0131 analiz sonras\u0131nda her izolat\u00f6r ve bina genelinde ayr\u0131nt\u0131l\u0131 \u00e7\u0131kt\u0131lar sunar. Bu \u00e7\u0131kt\u0131lar\u0131 kullanarak izolasyonlu binan\u0131z i\u00e7in kendi \u00f6zel tasar\u0131m raporunuzu olu\u015fturabilirsiniz.<\/span><\/span><\/p>\n

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

    Analiz Sonu\u00e7lar\u0131<\/b>
    <\/span><\/span><\/h3>\n

    <\/p>\n

    Analiz Sonu\u00e7lar\u0131 sekmesinde sunulan grafikler \u00fczerinden her yer hareketi i\u00e7in izolat\u00f6r tepki ge\u00e7mi\u015fini g\u00f6rselle\u015ftirebilirsiniz.<\/span><\/span><\/p>\n

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

    <\/div>\n<\/div>\n<\/div>\n
    <\/div>\n
    <\/p>\n
    1. X, Y<\/b> ve Z<\/b> y\u00f6nleri i\u00e7in Yerde\u011fi\u015ftirme, \u0130vme<\/b> ve Kuvvet Tepki Ge\u00e7mi\u015fi<\/b> de\u011ferlerini elde edebilirsiniz. \u0130stenen sonu\u00e7lar ayn\u0131 grafik \u00fczerinde \u00e7izdirilir.<\/span><\/div>\n<\/p>\n
    2. Yapt\u0131\u011f\u0131n\u0131z se\u00e7imlere g\u00f6re grafi\u011fi yenilemek i\u00e7in \u201cDiyagram Olu\u015ftur<\/b>\u201d butonuna t\u0131klay\u0131n.<\/span><\/div>\n

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


    <\/b><\/div>\n
    <\/b><\/div>\n
    <\/div>\n
    3. \u00dcst yap\u0131 i\u00e7in Kat \u0130vmeleri<\/b> ve G\u00f6reli \u00d6telenme Oranlar\u0131<\/b> t\u00fcm yer hareketleri i\u00e7in grafiklendirilecek, maksimum ve minimum tepkileri g\u00f6sterilecektir.<\/span><\/span><\/div>\n
    <\/div>\n
      <\/span><\/span><\/div>\n

    \u0130zolat\u00f6r Sonu\u00e7lar\u0131 Tablosu<\/b><\/span><\/span><\/span><\/span><\/span><\/h3>\n

    <\/p>\n

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

    \u201c<\/span>\u0130zolat\u00f6r Sonu\u00e7lar\u0131 Tablosu<\/span><\/b>\u201d sekmesine t\u0131klad\u0131\u011f\u0131n\u0131zda t\u00fcm izolat\u00f6r sonu\u00e7lar\u0131 ayr\u0131nt\u0131l\u0131 bi\u00e7imde tablo halinde sunulur. Bu tabloyu Excel’e aktararak tasar\u0131m raporlar\u0131n\u0131zda kullanabilirsiniz.<\/span><\/span><\/div>\n
    <\/div>\n
    <\/div>\n
    <\/div>\n
    \"Notlar\"<\/p>\n
    Bu webinar kayd\u0131 yararl\u0131 olabilir:  <\/span>Sismik \u0130zolasyona Giri\u015f (PS2024)<\/a><\/div>\n
    Taban \u0130zolasyonu Tasar\u0131m K\u0131lavuzu:<\/span>  Taban \u0130zolasyonu<\/a><\/div>\n

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

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

    ProtaStructure’da do\u011frusal olmayan deprem izolat\u00f6rlerinin tan\u0131mlanmas\u0131, elemanlara atanmas\u0131 ve zaman tan\u0131m alanl\u0131 analiz \u00e7\u0131kt\u0131lar\u0131n\u0131n de\u011ferlendirilmesi.<\/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":[19,47],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1871","wiki","type-wiki","status-publish","hentry","category-technical-manuals","category-structural-modelling"],"yoast_head":"\nDo\u011frusal Olmayan Deprem \u0130zolat\u00f6rleri | ProtaStructure<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da deprem izolat\u00f6rlerinin tan\u0131mlanmas\u0131, kolon ve perdelere atanmas\u0131, zaman tan\u0131m alanl\u0131 analiz ve \u00e7\u0131kt\u0131lar\u0131n incelenmesini \u00f6\u011frenin.\" 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