Repair and strengthening methods of reinforced concrete structures
2014
0 görüntülenme
0 i̇ndirme
Danışman: Yrd. Doç. Dr. İbrahim Özgür Deneme
Özet (EN)
All structures deform under load effect. These deformations are elastic if loads are smaller than the specific values. When abnormal loading conditions, especially in the earthquake, structure will lose its stiffness and strength then damages will occur. In this thesis, firstly background information about damages occured at structures due to earthquakes, determination of damage level and reinforcement methods are given and then solutions related to reinforcement of the concrete structures are presented. In this study, current condition of building studied under the scope of application study and three different reinforcement methods are examined. These methods, (i) adding load-bearing wall, (ii) only column exterior sheathing and (iii) adding load-bearing wall plus column exterior sheathing, are analyzed by Sta4Cad software. Results obtained are given as tables. In the conclusion part of thesis study, statically best reinforcement model for the examined structure is suggested.
Yazar
Dr. Dilara Demirkan
Kurum
Bu Yayına Nasıl Atıf Yapılır
Dilara Demirkan (Master Thesis). Repair and strengthening methods of reinforced concrete structures, 2014, Aksaray University, İnşaat Mühendisliği Bölümü.
Anahtar Kelimeler
Lisans
Tüm Hakları Saklıdır
Bu eser belirtilen lisans koşulları altında paylaşılmaktadır.
Aksaray University tezlerinden daha fazlası
- The effect of successful aging and ego integrity on psychological adaptation in elderly individuals(2020)
- An analysis of the relationship between high school teachers' perception of prefessional well-being and instructional leadership behaviours(2016)
- Web scraping and sentiment analysis based product analysis system(2023)
- School counselors' opinions on eighth grade guidance curriculum's effect of levels of acquisition of 21st century skills (8th Grade)(2024)
- Analysis of stress in adhesively bonded and pinned metal sheets(2011)
- An invertigation of carbon fiber reinforced polymers anchored and bonded to concrete(2011)
