Yüksek yapıların eşdeğer çerçeve yöntemi ile hesabı optimum çözüm
The Calcilation of multi floor bulding with equivalent frame method optimum resolve
- Tez No: 57097
- Danışmanlar: PROF. DR. TUNCAY EMREM
- Tez Türü: Yüksek Lisans
- Konular: İnşaat Mühendisliği, Civil Engineering
- Anahtar Kelimeler: Eşdeğer çerçeve, Bilgisayar Programı, BİRO, MUTO, KANİ Metotları, Optimum Yapı Modeli, Düşey yük, Yatay yükler, Yüksek yapılar, Vertical lood, Horizontal loads, High structures
- Yıl: 1996
- 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)
SUMMARY : Key words rEquivalent Frame,Computer Programme,BİRO, MUTO, KANİ Methods, Optimum Structural Model Porpose of this work is to apply a calculation model for optimum dimensioning of a multi floor building considering the lateral and vertical forces. The first part is the introduction section, where general information is given about the method. In the second part the whole building is evaluated, where the frames are lined one after the ofher and tied with infinite hinged bars. The first step of tike method is to resolve by transforming the complete structure to equivalent half frames and this simplifying the calculations. In order to obtain detinite values the ratios which must be present between the column rigidities are calculated. In fhis calcuation equal rigidity of the building in both, lateral and vertical axis (x, y) against the earthquake forces are also achieved. Column dimensions are determined according to vertical forces and rigidity ratios. In the third part lateral earthquake force is first treated in the x direction and equivalent frame is resolved by KANI method and with the given computer programme and the values obtained are multiplied by the prenominated coefficients and so, the moment values of the all beams and columns of the building are achieved. This calculation is also applied for the y direction. In the fourth part distortion of the building under the lateral earthquake forces are examined. The lateral forces arising from the calculated distortion moments with increased eccentricity, are calculated and superposed with the lateral forces determined before. By means of this lateral forces beam and column and moments are calculated: The same procedure is also applied for y direction. In the fifth part,for comprasion a frame is resolved by MUTO method.. In the sixth part,moment values of a frame for vertical forces for inconvenient forces are found by BIRO method. In the seventh part conclusions and recommendations are given. XX
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