Factors Affecting the Shock Resistance of X-Shaped Diagonally Composite Wall Panel
摘要
This article first based on the relevant theory, determine the factors that have a greater influence on the composite wallboard mechanical performance - the assembly rate, load method and high width ratio, through ABAQUS to carry out non-linear numerical simulation analysis; according to the simulation results, to determine the size of the test, select the best test solution and conduct a static force test with the high wide ratio as the only variable; by testing and simulation data comparison and pair curve analysis, clarify the pressure mechanism and disturbance characteristics of the trial. This paper is designed to be applied to the assembly of a comprehensive steel concrete framework the X-type sliding foam concrete composite wallboard of the sliding structure. Compared to the frame structure, improves the transitional capacity and the capacity of the structure to absorb earthquake energy, and the transmission path is more reasonable.