Dergiler / Challenge Journal of Structural Mechanics / 2022 / Cilt: 8 - Sayı: 2

Performance-based assessment of long masonry structures

Sayfa
47–56
DOI
—
🏛️Bu makalenin bibliyografik verileri ve tam metin bağlantısı DergiPark üzerinden sağlanmıştır.
DergiPark Kaydı ↗
✨

Yapay Zeka Hızlı Bakış & Çıkarımlar

AI Insight
⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

In this study, a practical evaluation method is developed to assess the structural performance of long structures and the seismic performance of Valens Aqueduct, which was constructed by the Roman Empire in Istanbul, is examined using this method.

📌 3 Maddede Bu Makale

🎯
Amaç & Hipotez:Performance-based assessment (PBA) has become an increasingly important concept for assessing the structural performance of existing structures today.
📊
Temel Bulgular & Veri:However, because of their complicated engineering characteristics and structural performance, it is very difficult to evaluate the performance of long masonry structures, such as aqueducts, castle ramparts and city walls.
💡
Sonuç & Katkı:In this study, a practical evaluation method is developed to assess the structural performance of long structures and the seismic performance of Valens Aqueduct, which was constructed by the Roman Empire in Istanbul, is examined using this method.
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Alan Parametreleri

Özet

Performance-based assessment (PBA) has become an increasingly important concept for assessing the structural performance of existing structures today. This procedure aims primarily to determine structural damage subject to predetermined load effects and evaluate the state of the building based on the damage obtained. However, because of their complicated engineering characteristics and structural performance, it is very difficult to evaluate the performance of long masonry structures, such as aqueducts, castle ramparts and city walls. The PBA of long masonry structures is extremely challenging because there is no valid approach to assessing their performance. In this study, a practical evaluation method is developed to assess the structural performance of long structures and the seismic performance of Valens Aqueduct, which was constructed by the Roman Empire in Istanbul, is examined using this method.

🔖

Bu Makaleye Atıf Yap

CAKİR, F. (2022). Performance-based assessment of long masonry structures. Challenge Journal of Structural Mechanics, Cilt: 8 - Sayı: 2, 47–56. https://ajindex.com/articles/415494

📄 Tam Metin PDF Okuyucu

📄

PDF görüntüleyici hazırlanıyor...

Kaynakça (6)

  1. ASCE41-17 (2017). Seismic Evaluation and retrofit of existing buildings, American Society of Civil Engineers. ASCE Standard, ASCE/SEI, 41-17.
  2. Brandonisio G, Lucibello G, Mele E, De Luca A (2013). Damage and performance evaluation of masonry churches in the 2009 L’Aquila Earthquake. Engineering Failure Analysis, 34, 693-714.
  3. Cakir F (2021). Tarihi yapıların deprem performansının belirlenmesi için basitleştirilmiş bir yöntem: Kaya Çelebi Cami örneği. Gazi University Journal of Engineering and Architecture, 36(3), 1643-1656. (in Turkish) Cakir F, Uckan E, Shen J, Seker BS, Akbas B (2015). Seismic damage evaluation of historical structures during Van Earthquake, October 23, 2011. Engineering Failure Analysis, 58, 249-266.
  4. Dogangun A, Sezen H (2012). Seismic vulnerability and preservation of historical masonry monumental structures. Earthquake and Structures, 3(1), 83-95. EC8-3 (2005). Eurocode 8. 2005. Design of structures for earthquake resistance—part 3: assessment and retrofitting of buildings. EN 1998–3, CEN. FEMA 440 (2005). Improvement of Nonlinear Static. Seismic Analysis Procedures. Federal Emergency Management Agency (FEMA). Department of Homeland Security (DHS), Washington, D.C. FEMA 445 (2006). Next-generation performance-based Seismic Design Guidelines, Program Plan for new and existing buildings. Federal Emergency Management Agency (FEMA), Department of Homeland Security (DHS), Washington, D.C. FEMA P-58 (2018). Seismic Performance Assessment of buildings, volume 1-methodolgy, second edition, Fema P-58-1. Federal Emergency Management Agency (FEMA), Department of Homeland Security (DHS), Washington, D.C. Gençer F, Hamamcıoğlu-Turan M, Aktaş E (2020). Investigation of inplane and out-of-plane wall behavior related to lateral loading depending on wall profiles and opening types in Hellenistic Towers. Gazi University Journal of Engineering and Architecture, 35(1), 241- 253. Korkmaz M, Ozdemir MA, Kavali E, Cakir F (2018). Performance-based assessment of multi-story unreinforced masonry buildings: The case of historical khatib school in Erzurum, Turkey. Engineering Failure Analysis, 94, 195–213.
  5. Lagomarsino S, Cattari S (2015). PERPETUATE guidelines for seismic performance-based assessment of cultural heritage masonry structures. Bulletin of Earhtquake Engineering, 13, 13-47.
  6. Lagomarsino S, Modaressi H, Pitilakis K, Bosjlikov V, Calderini C, D’Ayala D, Benouar D, Cattari S (2010). PERPETUATE project: the proposal of a performance based approach to eart