چکیده مقاله
A total of three beam to column joints for composite structural systems consisting of reinforced concrete columns and steel RCS beams, which are referred to as ‘‘composite RCS systems,’’ were modeled to investigate the structural performance between the two numerical and experimental models The joint details examined were ‘‘through column type,’’ of which the joints are reinforced by cover plates and horizontal stiffeners without beam flanges Nonlinear finite element analyses of the models were carriedout under monotonic and cyclic loadings using ABAQUS This paper indicates that the use of thicker inner steel panel and cover plates are effective to enhance the structural performance of the joints Furthermore, the steel panel embedded in the concrete column has much greater effect on the total capacity of the joint
کلیدواژهها
نویسندگان
Pouya Pouladi
M S Student of Structural Engineering at University of Tehran
Seyed Rasoul Mirghaderi
Assistant Professor of Civil Engineering at University of Tehran
شیوه ارجاع
Pouladi, Pouya and Mirghaderi, Seyed Rasoul,1391,Modeling and Numerical Analysis of Through-Column Connection of Steel Beam to Reinforced Concrete Column,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
مجموعه مقالات نهمین کنگره بین الملی مهندسی عمران19 اردیبهشت 1391 · اصفهان