论文部分内容阅读
Post-tensioned concrete rocking walls might be used to avoid severe seismic damage at the base of structural walls,decrease residual drift,and lessen post-earthquake repair costs.The prediction of load-induced damage to the rocking wall resulting from seismic loading can provide an extremely valuable tool to evaluate the status and safety of structural concrete walls following earthquakes.In this study,the behavior and the damage state of monolithic,self-centering,rocking walls,as a new type of concrete rocking wall,are investigated.The nonlinear mechanical behavior of the wall is first modeled numerically,and subsequently the mechanical parameters from the numerical simulation are used to generate the local damage index.The results from the damage index model are compared with the full-scale test results,confirming the viability of the numerically based damage index method for estimating the seismically induced damage in concrete walls.Moreover,the estimated damage can be utilized as a qualitative and quantitative scale to assess the status of the wall following seismic loading events.Finally,an equation is proposed to estimate the repair cost based on the predicted damage state for the studied structural system.