At present the Precast building are more focus for the building industrialization and main objective of this study to find the most appropriate types of beam-column connection, the purpose of this study is to investigate and high result of precast beam column joint with two types of dry mechanical connection & two types of wet connection were analysis and compared with monolithic connection to know the performance of the joints. the primary test variable were the type of connection cleat angle, dowel bar, fibre reinforced concrete, steel plate, anchor rod and the pre tension bolt are used in this joints the advantage of the precast concrete structure components are assemble in which are fabricated off-site and then connect on-site in term of less resource consumption, more rapid construction, better quality control and less field wet operation.
Precast Concrete Column Beam Connection Using Dowels Due to Cyclic Load
