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Harran University
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Results 11-20 of 70 (Search time: 0.0 seconds).
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Issue Date
Title
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2008
Bazı pamuk (Gossypium hirsutum L.) çeşitlerinde büyüme parametreleri ve hasat devrelerine göre lif özelliklerin saptanması / Determination of fiber characteristics for different harvesting dates and plant growth parameters in some cotton (Gossypium hirsutum L.) varieties
BİRGÜL, İBRAHİM HALİL
2008
Gelişmekte olan ülkelerde sermaye akımlarının ekonomik etkileri: Türkiye örneği / Economic influences of capital flows in developing countries: Example of Turkey
YILDIRIM, ZERİFE
2008
Harran Ovası kireçli tuzlu-sodik toprakların biyolojik ıslahı / Phytoremediation of calcareous saline-sodic soils of the Harran Plain
AKIL, HALİME
2008
Farklı ortamlar kullanılarak topraksız yetiştirilen başsalatada (Lactuca sativa var. capitata) verim ve bazı kalite özelliklerinin incelenmesi / Investigation of yield and some quality properties of iceberg lettuce (Lactuca sativa var. capitata) grown in different soilless substrates
USLUER, ORHAN
2008
Harran Ovası topraklarında demir fraksiyonları / Iron fractions in Harran Plain
ÇINAR, TUBA
2008
Uzay kafes sistemlerinin sayısal yöntemle analizi / Analysis of space frame systems using numerical method
EŞSİZOĞLU, BİLEN
2008
GAP bölgesinde kaliteli içme suyunun fiyatlandırılmasına etki eden faktörler / Factors affecting prices of good quality water in SAP region
EREN, GÜNEŞ
2008
Bazı ilaçların saptanması için yeni bir elektrokimyasal sensör / A novel electrochemical sensor for the determination of some drugs
KARABULUT, SERPİL
2008
İntegral denklemleri ve çözüm yöntemleri / Methods for solving integral equations
KANAR, SONGÜL
2008
Columns and walls are main load-bearing elements of most historical masonry structures. In resisting seismic forces, the lateral stiffness of these elements is an important parameter. Earthquakes may cause cracks in the masonry and this reduces the lateral stiffness of the columns and walls. Using an efficient numerical method which takes into account the cracking and the second-order effects, this thesis investigates the lateral stiffness of unreinforced masonry columns with rectangular cross?section. On the basis of the obtained lateral force versus lateral displacement relationships, the behavior of the columns is characterized by two limit states corresponding to the first cracking and maximum resistance. For an example column, the lateral stiffness values at these limit states are determined and compared with each other. The results show that the lateral stiffness is directly related to the magnitude of displacement and hence the level of cracking. Moreover, implementing parametric analyses, the effects of some parameters such as; column slenderness, vertical top load to column self weight ratio, flexibility parameter, eccentricity of the vertical top load and the angle of tilt, if any, on the lateral stiffness of the column are also investigated.
ŞAHİN, İBRAHİM HALİL
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ARBAÇ, CEMAL
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KARABULUT, SERPİL
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AKAY, MUSTAFA
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AKBULUT, MEHMET ALİ
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AKGÜN, HAKAN
1
AKIL, HALİME
1
AKIN, LÜTFİ
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AKYÜZ, HATİCE
1
AKÇE, ZÜBEYİR
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ARABACI, TEVHİDE
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Subject
4
Konu:Ziraat = Agriculture
3
Kimya = Chemistry
2
Din = Religion
2
Din = Religion Dizin:Bilmen, Ömer...
2
Ekonomi = Economics
2
Konu:Kimya = Chemistry Dizin:Epin...
2
Konu:Türk Dili ve Edebiyatı = Tur...
2
Ziraat = Agriculture
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Biyokimya = Biochemistry
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Biyokimya = Biochemistry ; Biyolo...
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