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4 results about "Internal forces" patented technology

Equivalent elastic analysis method of buckling restrained braced structures based on elastoplastic modification

ActiveCN108897966ASolve elusive problemsEasy to masterGeometric CADProtective buildings/sheltersBuckling-restrained braceElastic analysis
An equivalent elastic analysis method of buckling restrained braces based on elastoplastic correction. The initial reinforcement of the beam-column structure is obtained by analysis. The maximum internal force of the buckling restrained braces is obtained by using the horizontal earthquake action standard value of the beam-column structure and the displacement corresponding to the horizontal earthquake action standard value. Calculate stiffness reduction coefficient; The overall additional damping ratio of beam-column structures under moderate or large earthquakes is obtained. Reinforcement results of beam-column structures under moderate or large earthquake equivalent elasticity analysis are obtained. The invention relates to an equivalent elastic analysis method of a buckling restrainedbrace structure based on an elastoplastic modification, As that problem that the stiffness of buckle restrained brace and the additional damping ratio of beam-column structure are difficult to determine in the existing equivalent elastic analysis method are sol, The method for determining the stiffness of the buckling restrained brace and the additional damping ratio of the beam-column structure is simple, and is convenient for engineers to master. The user can complete the performance-based design of the buckling restrained brace structure according to the method.
Owner:CIVIL AVIATION UNIV OF CHINA

Roller support of steel truss

InactiveCN106149547AImprove structural safetySolve the axial horizontal internal forceBridge structural detailsInternal forcesStructural safety
The invention provides a roller support of a steel truss. The roller support of the steel truss comprises a roller. The roller is installed between an upper support and a lower support and the upper support and the lower support are buckled mutually; the upper support comprises a top plate, first baffles are arranged below the front side and the rear side of the top plate, the lower support comprises a bottom plate, second baffles are arranged above the front side and the rear side of the bottom plate, movable grooves located on the same horizontal level are formed in the lower parts of the first baffles and the upper parts of the second baffles, and the two ends of the roller are arranged in the movable grooves of the two sets of the first baffles and the second baffles. According to the roller support of the steel truss, the support is divided into the upper and lower parts between which the roller is installed, and the upper support and the lower support move relative to each other by taking the roller as the basis, to eliminate the deflection, generated by telescopic deformation under the effect of temperature changes or earthquakes, of a steel truss bridge and generated when the steel truss bridge is loaded, the longitudinal displacement change is released, and the structural safety of the steel truss bridge is improved. The roller support of the steel truss can also resist the effect of crosswise horizontal internal force, such as wind load, equipment load and the like.
Owner:SHANDONG HUANNENG DESIGN INST
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