beam-column वाक्य
उदाहरण वाक्य
मोबाइल
- 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
- 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
- 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
- The horizontal shear strength of the exterior reinforced concrete beam - column joints is analyzed by the stress of the conterminal beam and column
- 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
- 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
- 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
- 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
- ( 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
- This paper analyzes the construction styles and influence factors of shear - carrying capacity for commonly used solid - web steel reinforced concrete beam - column joints
- 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
- 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
- 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
- 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 )
- 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
- 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
- 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
- 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
- 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
- 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
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