TY - JOUR T1 - The Effect of Axial Selection on Static Solution Results in Heat Affected Non-Prismatic Elementary Frames AU - Karaduman, Adnan PY - 2018 DA - June Y2 - 2017 JF - Journal of International Environmental Application and Science JO - J. Int. Environmental Application & Science PB - Şükrü DURSUN WT - DergiPark SN - 1307-0428 SP - 82 EP - 88 VL - 13 IS - 2 LA - en AB - In this study, theinfluence of the bar axis selection on the static solution results wasinvestigated in-plane carrier systems consisting of non-prismatic bar elements(height variable bar elements, also known as hunched, along the axis) in termsof equal or different heat exchange effect. On the sample considered, thenon-prismatic elements are considered as straight-axis bars. The resultsobtained from the classical analysis (thesection change is taken into account only at the bending stiffness in thismethod) and the solution results, which are proposed for non-prismaticelements, obtained by considering the weight axis of the element as a bar axisare compared and the relative differences was detected with differences betweentwo results.  KW - non-prismatic KW - hunched KW - different heat KW - stiffness KW - bars KW - equal heat CR - Cross H, Morgan N, (1958) Continuous Frames Of Reinforced Concrete, 14th Ed., John Wiley and Sons Inc., New York, pp.126-155. CR - Portlant Cement Association, (1958) Handbook of frame constants, Beam Factors and moment coefficients for members of variable section, Pordland Cement Asssociation, Chicago,III. Resende and Doyle (1981) NONPRI-An effective nonprimatic three dimensional beam finite element. Comp. & Struc., 14, 71-77. Eisenberg,M.,(1985) Explicit Stiffness Matrices Nonprismatic Members, Comp & Struc., 20, 715-720. CR - Mezaini N, Balkaya, C, Çıtıpıtıoğlu E, (1991) Analysis of Frames with Nonprismatic Members, ASCE, 117, 1573-1591. TopçuA, (1992) Degişken Kesitli Düzlem çerçeve Elemanların Temel Rijitlik Katsayılarının ve Ankastrelik Kuvvetlerinin Analitik ve Romberg integrasyon Yöntemi ile Hesabı, İnsaat Müh. Bilgisayar Kullanımı III. Semp., İ.T.U., İstanbul. CR - Karaduman A, (1993) Değişken Kesitli Düzlem Taşıyıcı Sistemlerin Matris Deplasman Yöntemi ile Statik Çözümü, Selçuk Üniversitesi, Fen Bilimleri Enstitüsü, İnşaat Mühendisligi Anabilim Dalı, Konya, 132 s. CR - Fertis DG, Keene ME, (1990), Elastic and Inelastic Analysis of Non-Prismatic Members, J Struct. Eng., 116, 475-489. CR - Ruta, F, (1999), Application of Chebychev series to solution of non-prismatic beam vibration problems, J. Sound & Vibration 227, 449-467. CR - Yuksel SB, (2012), Assessment of non-prismatic beams having symmetrical parabolic haunches with constant haunch length ratio of 0.5, Struct. Engi. & Mech., 22, 849-866. CR - Archundia-Aranda H, Grande-Vega A, Tena-Colunga A, (2013) Behaviour of reinforced concrete haunched beams subjected to cyclic shear loading, J. Struct. Eng., 49, 27-42. CR - Raju P.M, Rajsekhar K, Sandeep T.R,(2014), Performance of non-prismatic simply supported prestressed concrete beams, Struct. Eng. & Mech., 52, 723-738. CR - Orr JJ, Ibell TJ, Darby AP, (2014) Shear behavior of non-prismatic steel reinforced concrete beams, Eng. Struct., 71, 48-59. CR - Thermou GE, Katakalos K., Manos G.(2015), Influence of the cross section shape on the behaviour of SRG-confined prismatic concrete specimens, Materials and Struct./Materiaux et Constructions, 19p CR - Topçu A, (1992) Degişken Kesitli Düzlem çerçeve Elemanların Temel Rijitlik Katsayılarının ve Ankastrelik Kuvvetlerinin Analitik ve Romberg integrasyon Yöntemi ile Hesabı, İnsaat Mühendisliginde Bilgisayar Kullanımı III. Sempozyumu, İ.T.U., İstanbul. CR - Çakıroglu A, Çetmeli E, (1976) Yapı Statiği, Cilt II, İ.T.Ü.Matbaası, İstanbul. UR - https://dergipark.org.tr/en/pub/jieas/article/477366 L1 - https://dergipark.org.tr/en/download/article-file/565523 ER -