TY  - JOUR
T1  - Analytical Perfomance of One Way Moment Resisting
Connections of Precast Beam to Concrete Column
AU - Bahrami, Saeed AU - Madhkhan, Morteza AU - Nazemi, Nima 
JO  - Journal of Engineering and Applied Sciences
VL  - 12
IS  - 2
SP  - 269
EP  - 275
PY  - 2017
DA  - 2001/08/19
SN  - 1816-949x
DO  - jeasci.2017.269.275
UR  - https://makhillpublications.co/view-article.php?doi=jeasci.2017.269.275
KW  - Finite elements
KW  -precast concrete
KW  -energy dissipation
KW  -lateral stiffness
KW  -ductility
KW  -lateral resistance
AB  - In this study, two proposed connections of beams to precast concrete columns were analyzed via application of nonlinear finite element analysis Software ABAQUS 6.10. Connection responses associated with lateral resistance, lateral stiffness, ductility and energy dissipation were compared to an equivalent monolithic connection. Achieved lateral resistance, lateral stiffness and ductility of the proposed connections was approximately 95, 80 and 70% of the equivalent monolithic connectionm, respectively. According to calculation results, these connections are appropriate substitutions for completely resisting beam to column connections in precast concrete structures.
ER  -