JPKIC 结构设计原理 Tfepmieipleistrcturdesign 1.Tensile failure-big eccentric compressive damage Produce conditions:(e/h)large relative eccentricity, And the tension reinforcement configuration Debu too much. FAlLURE Some tension,some pressure,tensile reinforcement stress Yield strength is reached first,and then,concrete is pushed Chopped up to yield strength of compression reinforcement Bearing components Set depends upon the strength and tensile reinforcement quantity. Destruction of nature:plastic failure.1. Tensile failure - big eccentric compressive damage  Destruction of nature: plastic failure.  Produce conditions: (e/h)large relative eccentricity, And the tension reinforcement configuration Debu too much. Some tension, some pressure, tensile reinforcement stress Yield strength is reached first, and then, concrete is pushed Chopped up to yield strength of compression reinforcement. Bearing components Set depends upon the strength and tensile reinforcement quantity.  FAILURE： N N