Journals / Çukurova Üniversitesi Mühendislik-Mimarlik Fakültesi Dergisi / 1996 / Cilt: 11 - Sayı: 1

Static analysis of soil-structure interaction problems using finite and infinite elements

Zemin yapı etkileşimi problemlerinin sonlu-sonsuz elemanlar modeli ile statik analizi

Pages
127–139
DOI
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Some comparisons are made with the sample examples for which analitical solutions are available.

📌 3 Key Takeaways

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Objective & Hypothesis:In this study, 2-dimensional plane strain and axi-symmetric finite element analysis of soil-structure interaction problems are carried out by discretizing the near field with standart finite elements and the far field with infinite elements.
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Key Findings & Data:A computer program coded in FORTRAN is prepared under static loading.
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Conclusion & Impact:Some comparisons are made with the sample examples for which analitical solutions are available.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

In this study, 2-dimensional plane strain and axi-symmetric finite element analysis of soil-structure interaction problems are carried out by discretizing the near field with standart finite elements and the far field with infinite elements. A computer program coded in FORTRAN is prepared under static loading. Program covers both plane stress/strain and axi-symmetric conditions. Some comparisons are made with the sample examples for which analitical solutions are available.

Özet

Bu çalışmada, iki boyutlu ve eksenel dönel simetrik zemin-yapı etkileşimi problemleri, yakın bölgelerde standart sonlu ve uzak bölgelerde sonsuz eleman kullanılarak analiz edilmektedir. Bu amaçla, statik yükleme hali için FORTRAN dilinde bir bilgisayar programı hazırlanmıştır. Program, düzlem gerilme/şekil değiştirme ve eksenel dönel simetrik halleri birlikte içermektedir. Analitik çözümleri bilinen örnekler ele alınarak karşılaştırmalar yapılmıştır.

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Cite This Article

TEMEL, B., KIRAL, E. (1996). Static analysis of soil-structure interaction problems using finite and infinite elements. Çukurova Üniversitesi Mühendislik-Mimarlik Fakültesi Dergisi, Cilt: 11 - Sayı: 1, 127–139. https://ajindex.com/articles/350552