Lateral Resistance of Traditional Timber Frame with Large Crosssection,Part.1 Performance of Frame Based on the Column and Beam Joint Rotation

摘要

The moment resistance of the side joint (T shape) shows a cleardifference from pull to push sides due to the unsymmetricalstructure and different working mechanism; The performance ofTie beams on both sides of X shaped center joint can be separatedby setting the strain gauges on channel steel bars, and it fitted withthe calculation result very well; The moment resistance of theframe can be acquired by overlaying all the joints, and it fits wellwith the frame test result on the elastic deformation part.