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Journals / Technology / 2004 / Cilt: 7 - Sayı: 3

Betonarme karma (perdeli-çerçeveli) yapılarda sismik kat ötelenmesinin analizi ve değerlendirilmesi

Analysis and assessment of seismic drift of reinforced concrete mixed (shear wall-frame) structures

Ahmet TUKEN
Journal
Technology
Pages
523–532
DOI
—
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AI Summary & Key Takeaways

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

The determination of which building is earthquake prone and should be strengthened can easily be done by the analytical method proposed.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:An analytical method is proposed to determine the sway of a mixed structure (frame + shear wall) subject to seismic forces.
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Key Findings & Data:The validity of the analytical method is tested on 3-D buildings of different heights.
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Conclusion & Impact:The determination of which building is earthquake prone and should be strengthened can easily be done by the analytical method proposed.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

An analytical method is proposed to determine the sway of a mixed structure (frame + shear wall) subject to seismic forces. The validity of the analytical method is tested on 3-D buildings of different heights. The sway results obtained by the analytical method and computer agree well. The implementation of the proposed analytical method to shear wall - frame buildings in regions of high seismic risk is emphasized. The determination of which building is earthquake prone and should be strengthened can easily be done by the analytical method proposed.

Özet

Deprem yüküne maraz perdeli-çerçeveli bir yapının yatay ötelenmesini belirlemek için analitik bir metot önerilmektedir. Analitik metodun geçerliliği farklı yükseklikteki üç boyutlu binalar üzerinde test edilmiştir. Analitik metot ile bulunan yatay ötelenme değerleri bilgisayar ile bulunan değerlere çok yakındır. Önerilen analitik metodun yüksek deprem riskli bölgelerdeki perdeli-çerçeveli yapılara uygulaması üzerinde durulmuştur. Önerilen analitik metotla hangi binanın depreme karşı dayanıksız olduğu ve güçlendirilmesi gerektiği de kolayca tespit edilebilmektedir.

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Cite This Article

TUKEN, A. (2004). Betonarme karma (perdeli-çerçeveli) yapılarda sismik kat ötelenmesinin analizi ve değerlendirilmesi. Technology, Cilt: 7 - Sayı: 3, 523–532. https://ajindex.com/articles/359710

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References (4)

  1. Atimtay, E., Design of Framed and Composite Reinforced Concrete Structures, Vol.2, Bizim Büro Ankara, 2001 (in Turkish)
  2. Baikov, V.N. (ed), Reinforced Concrete Structures, Mir Publishers, Moscow, 1974 3. Uniform Building Code, International Conference of Building Officials, USA, 1999 4. SAP2000, Computers and Structures, Berkeley, USA, 2000 5. Rosman, R., "An Approximate Method of Analysis of Walls of Multistory Buildings", Civil Engineering and Public Works Review, Vol. 59, January 1964, pp. 717-734 6
  3. Murashev, V., Sigalov, E., and Baikov, V. N., "Design of Reinforced Concrete Structures", Mir Publishers, Moscow, 1976 7. Tüken, A., Tuna, M. E., Atimtay, E., "Analysis and assessment of seismic drift of concrete framed structures", SEMC 2004: The Second International Conference on Structural Engineering, Mechanics and Computations, Cape Town, South Africa, 5-7 July 2004 (accepted for publication
  4. Tüken, A., "Quantifying Seismic Design Criteria for Concrete Buildings", Ph.D. Thesis, Middle East Technical University, Civil Engineering Department, May 2004.