With the application of concrete - filled steel tubular member to mega - frame structures , the connection forms of main beam - column can be classified as welded rigid connection , bolted gemel connection and semi - rigid connection
42.
In this thesis , nonlinear finite element analysis about two different beam - column joints of steel beam - steel reinforced concrete column was studied with ansys . the capacity , stress , displacement and other abilities of joints was analyzed
43.
The modified perry - robertson equation is applied to calculate ultimate compressive strength of damaged stiffened panels founded on so - called beam - column method , and the width of effective plate adopts above reduced effective width of a damaged plate
44.
A quasi - static experiment under low reversed cyclic load of three full - size cross - shaped specimens ( two specimens ' columns are steel tubes filled with concrete and another is an empty steel tube ) of diaphragm - through style beam - column joints is designed and conducted
45.
Based on the experiment on a prestressed concrete frame with beam - column subassemblages under low reversed cyclic loading , the crack distribution , failure pattern , hysteresis curve , and displacement of the frame are studied systematically
46.
Depending upon stiffness and strength requirements , this transfer of bending moments can be achieved by either semi - rigid or rigid beam - column connections . in both case , the intersection between beams and columns ( the beam - column joint ) will be subjected to high shears
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