Perdeli-çerçeveli sistemlerde depremden oluşan kat kesme kuvvetlerinin dağılımının incelenmesi
The System of shear-walls and cavity skar-walls the changing et ratio of the total field of shear cross section to the floor fields
- Tez No: 105514
- Danışmanlar: YRD. DOÇ. DR. HÜSEYİN KASAP
- Tez Türü: Yüksek Lisans
- Konular: İnşaat Mühendisliği, Civil Engineering
- Anahtar Kelimeler: Çerçeve, Perde, Deprem, Yapı analizi, Kat kesme kuvveti, Perde çerçeve sistemleri, Earthquake, Floor shear force, Shear wall frame systems, Structure analysis
- Yıl: 2001
- Dil: Türkçe
- Üniversite: Sakarya Üniversitesi
- Enstitü: Fen Bilimleri Enstitüsü
- Ana Bilim Dalı: İnşaat Mühendisliği Ana Bilim Dalı
- Bilim Dalı: Belirtilmemiş.
- Sayfa Sayısı: Belirtilmemiş.
Özet
ÖZET
Özet (Çeviri)
THE SYSTEM OF SHEAR-WALLS AND CAVITY SHEAR - WALLS THE CHANGING OF RATIO OF THE TOTAL FIELD OF SHEAR CROSS SECTION TO THE FLOOR FIELDS, FOR THE SHARE FORCES TO THE FLOOR WHICH IS COMING IN TO EARTHQUAKE WHICH RATIO IS BETWEEN THE CHANGING OF THE FIELD OF SHEAR AND FRAMES AND INCREASING OF TOTAL FIELD OF SHEAR CROSS SECTION. SUMMARY Key Words ; Frame, Shear, Earthquake, Construction Aanalysis, Floor shear forces. The aim of this study for the system of shear- walls and cavity shear - walls the changing of ratio of the total field of shear cross section to the floor fields, for the share forces to the floor which is coming in to earthquake which ratio is between the changing of the field of shear and frames and increasing of total field of shear cross section is searched. At the first part, Definition of the problem, it's aim, it embraceand the program for solutionare explanied. At the second part, the buildings under the earthquake in fluence, earthquake regulations, charges and the methods used in solution are given. At the third part, knovledge regarding the dynamic externol effect status of the reinforced concrete high buildings, general movement equations and free vibration are given. xviuAt the fourth part, the calculations - when the system dimensions opennesses of the reflect and materiol specifications are changed the value the shear forces for the shear and frames transfer of the floor, after examine the calculation of the result of the system, the changing of the ratio of field of the shear cross section to the field floor, how does it effected to the floors, colonswhich is formation to shear and fromes is effected by shear force changing and which rotio it is changed is shown with table and groph. At the fifth part, this study is summarized and some recommentions are given. xix
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