t the armored concrete isideal consume energy organization. Being that our country norm adopts allows apillar the shearing force wall puts up the hinge beam column hinge scheme takingplace adopting quotstrong relative weak post beam quot measure postponing a pillar cutstime. Weak tier of post hinge organization possibility appear on unable completetrouble shooting but require that the axis pressure restricting a pillar compares as aresult architectural weakness prevents necessary time from appearing tier by the factthat Cheng analysis law judges now and then post hinge organization. Are that V. I. P. is to enhance the pillar bending resistance guidance holds in thebeam appear first the plasticity cuts our quotstrong common weak post beam quotadjustment measure. Before plasticity hinge appearing on structure structurecomponent Yin La District concrete dehiscence and pressure area concrete mistakeelasticity character every component stiffness reduces a reinforced bar will do withthe cementation degeneration between the concrete. That stiffness reduces a beam isrelatively graver than accepting the pillar pressing on structure enhances from initialshearing type deformation to curved scissors shape deformation transition curvedpost inner regulation proportion really more curved than beam The at the same timearchitectural period is lengthened size affecting the participation modulus shaking atype respectively to structures Change happened in the earthquake force modulus lead to the part pillar bend regulation enhancing feasible beam reality knuckles underintensity rise the post inner bends regulation when plasticity hinge appearing onthereby feasible beam enhancing since structure cause and the people who designs themiddle reinforced bars are to enhance.. And after plasticity hinge appearing onstructure same existence having above-mentioned cause structure knuckles undermistake elasticity in the day after tomorrow process being that process post that theearthquake enhances strenuously further bend regulation enhancing with earthquakeforce but enhance. The force arouses an earthquake overturn force moment havingchanged the actual post inner axis force. We knuckle under the ability lessening thanaxis pressure in standardizing being limited to be able to ensure that the pillar also canlead to a pillar in big the bias voltage range inner axis force diminution like value.The anti-knock norm is stipulated: Except that the frame top storey and post axispressure are compared to the strut beam and frame pillar being smaller than 0.15person and frame post holds curved regulation designing that value should accordwith difference being , that first order takes 1.4 the two stagetakes 1.2 grade-three takes 1.1. 9 degree and one step of framed structure stillresponds to coincidence , intensity standard valueascertains that according to matching reinforced bar area and material really. Thebottom post axis is strenuously big the ability that the plasticity rotates dispatches bethat pressure collapses after avoiding a foot stall producing a hinge one two threesteps of framed structure bottom post holds cross section constituting curvedregulation designing that value takes advantage of that 1.5 1.25 compose in reply1.15 in order to enhancin