To develop a more thorough understanding of the seismic resistance of src beam - column joints , the study on nonlinear finite element analysis is very imperial
22.
A mechanics model for the load - deformation relationship curves considered pre - stress in the steel tube of the cfst columns and beam - columns was established
23.
If we know the relevant parameters and soil parameters , using the program can obtain the internal forces of beam - column , the diameters and length of anchors
24.
The horizontal shear strength of the exterior reinforced concrete beam - column joints is analyzed by the stress of the conterminal beam and column
25.
The elastic methods are beam - columns method , the pseudo load method , the pseudo lateral load method , the iterative gravity load method and the negative rigidity method
26.
The problem two is the stirrup in the core of beam - column joint was insufficient because of designing or construction . so the shear capacity and ductility of beam - column joint will decrease
27.
For ease of constuction , concrete of beam - column joints and that of beam - slab systems are placed synchronously , i . e . lower strength concrete is used in beam - column joints
28.
In general , fully rigid and pinned are always assumed . but a lot of theories and practices have proved that nodes of beam - columns should be semi - rigid
29.
( 3 ) the cfdst beam - columns were tested under constant compressive axial load and cyclic lateral load . the main parameters varied in the tests are axial load ratio and hollow section ratio
30.
This paper analyzes the construction styles and influence factors of shear - carrying capacity for commonly used solid - web steel reinforced concrete beam - column joints
