Scaled earthquake resistantstructures dissertation
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- Tez No: 721206
- Danışmanlar: DR. ROOHOOLAMİN DARVİZEH
- Tez Türü: Yüksek Lisans
- Konular: Deprem Mühendisliği, Earthquake Engineering
- Anahtar Kelimeler: Fin ite Similitude Theory, Dimensional Analysis, Scaling, Earthquake, ABAQUS
- Yıl: 2018
- Dil: İngilizce
- Üniversite: The University of Manchester
- Enstitü: Yurtdışı Enstitü
- Ana Bilim Dalı: Belirtilmemiş.
- Bilim Dalı: Belirtilmemiş.
- Sayfa Sayısı: 134
Özet
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Özet (Çeviri)
Scaled experiments based on dimensional analysis theory, have impacted the designing of earthquake resistant structures for an extended period in history. Despite this longevity, their validity has been questioned by numerous researchers especially when it comes to recreating the physical structural system in a much smaller ratio, by preserving their physical properties and dynamics. This thesis extends and analyses a new Manchester originated theory called the Finite Similitude Theory. Though the theory is more commonly present in continuum mechanics with a proper focus on isotropic scaling, this paper focuses on the finite similitude concept to design scaled models for earthquake resistant structures. Proof that this theory is better suited while dealing with designing scaled experiments through finite element analysis is substantiated with an inductive approach culminated with qualitative-quantitative strategies. Numerical modelling for chosen structural systems is carried out on ABAQUS and verification wherein essential by SAP2000. The Finite Similitude Theory and its application are examined numerically by subjecting the scaled models of the systems to earthquake loading conditions, and the obtained results are critically studied under different data sets. The study was extended by interchanging materials and properties to determine the soundness of the applied theory. The conclusions specify the limitations of the study in addition to the potential scope of research for the theory in real life industry practice.
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