Application of the column in engineering is introduced on the background of the construction of liaoning product large building . three kinds of beam - column node are recommended
32.
The beam - column moment connections , which were considered having good performance for seismic resistance in steel moment resisting frames , have been designed following a codified design procedure
33.
Six isolated and simplified reinforced concrete ( rc ) beam - column joint specimens were tested in order to study the behavior of the rc frames " beam end zones before and after strengthening
34.
In the northridge earthquake in 1994 and the kobe earthquake in 1995 , widespread and unpredicted brittle fractures were found in weld steel beam - column connections ( weld - flange - bolted - web connections )
35.
The beam end displacement of beam - column subassemblage may be looked as the superposition of three parts deformation that column deformation , beam deformation , and joint deformation
36.
General beam - column stiffness connections and the full - welded dog skeleton connection is analyzed and compared by nonlinear finite element analysis method ( ansys method ) and draw some conclusions
37.
The influences of hollow section ratio on the mechanism of cfdst beams , columns and beam - columns were analyzed . the influences of different loading paths on the bearing capacities of the cfdst beam - columns were also discussed
38.
For each stiffener element , the average stress - strain relationship under axial load as a beam - column in the flexural buckling mode is derived based on the approximate method , proposed by gordo and guedes scares
39.
Finally , the problem about beam - column joint is mainly studied and some design methods are suggested in this paper . meanwhile , the author designs the columns on the ground floor of chunliu high - rise building
40.
Because of the geometry complexity of bolted beam - column end - plate connections , the strength models presented in the past few decades can not predict the ultimate strength of end - plate connection in a satisfactory precision
