Perdeli çerçeveli sistemlerde perde en kesit şeklinin, kalınlığının ve planda perde yerinin değişmesinin sistem davranışına etkisi
The Effect of changing cross section, width and location of shearwalls at frame-shearwall systems and the effect at building behaviour
- Tez No: 136417
- Danışmanlar: YRD. DOÇ. DR. HÜSEYİN KASAP
- Tez Türü: Yüksek Lisans
- Konular: İnşaat Mühendisliği, Civil Engineering
- Anahtar Kelimeler: Deprem, perdeli çerçeveli sistemler, yapı analizi, yapı davranışı, kat kesme kuvveti
- Yıl: 2003
- Dil: Türkçe
- Üniversite: Sakarya Üniversitesi
- Enstitü: Fen Bilimleri Enstitüsü
- Ana Bilim Dalı: İnşaat Mühendisliği Ana Bilim Dalı
- Bilim Dalı: Yapı Bilim Dalı
- Sayfa Sayısı: Belirtilmemiş.
Özet
ÖZET
Özet (Çeviri)
THE EFFECT OF CHANGING CROSS SECTION,WIDTH AND LOCATION OF SHEARWALLS AT FRAME - SHEARWALL SYSTEMS AND THE EFFECT AT BUILDING BEHAVIOUR SUMMARY Keywords. Earthquake, shear- walled systems structural analys, structural behaviour, storey shear force. With this study, shear foce changing at shear - walls and columns at 35 different building types, that at each building storeys are 4, 5, 6, 8, under earthquake loads has been reasearched, where shear - wall location and shear - wall section is varying in structure; First Section : Problem description, concerned studies and scope and aim ahs been given. Second Section: General knowledge about reinforced - concrete systems has been given, and what benefits could be gained if systems are consisted as frame, shear - wall or shear- wall -frame systems, as well as, load carrying types has been explained. Third Section : The structural behaviour is researched under lateral loads, plus self weight of structure, relevent with this topic, also interaction between shear - wall and frame and behaviour of shear- wals in system under latera forces has been given. Fourth Section : The datas about structures has been gathered. First, floor thickness, acoording to the codes, has been determined and then columns and shear - walls weight calculated, after this, storey and building self weights are found ; Fifth Section : At buildings, where building weights has been found, the lateral loads that will emerge under seismic loads has found with ' İDE YAPI 4.0 ' software program.All of equations, that are used to find loads and seismic forces, are aptly used from Turkish Codes. Sixth Section : After the analys with computer program, total shear forces at storey levels, total shear - wall shear forces at the storey levels and columns shear forces values are found, finally results has been inspected and proposals has been made about it. xvi
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