1) post-peak stiffness
峰后刚度
2) post-yield stiffness
屈服后刚度
1.
By nonlinear time history analysis of SDOF systems, influence of hysteretic model and post-yield stiffness on the inelastic displacement spectrum is discussed.
采用根据我国现行《建筑抗震设计规范》生成的人工地震波,对单自由度体系进行弹塑性时程分析,讨论了滞回模型、屈服后刚度等对弹塑性位移反应谱的影响。
3) post-peak phase
峰后
1.
Generally surrounding rock will enter into its post-peak phase in soft rock or deep underground engineering,a large quantity of cracks appear,spread,stagger and stretch,which is the main reason for the deformation and bearing capacity decreasing of surrounding rock,therefore uniaxial experiment can not reflects the essence of surrounding rock deformation in its post-peak phase.
软岩和深埋地下工程的围岩一般要进入峰后阶段,大量裂缝的衍生、扩展、错动和张开是围岩变形、承载力下降的主要原因,单轴实验已不能反映峰后围岩的变形本质。
4) postpeak
后峰
5) The shell element with modified stiffness
修正刚度后的壳元
6) peak-to-peak amplitude
峰-峰幅度
补充资料：峰浓度和达峰时间
峰浓度和达峰时间
峰浓度是指药物吸收后，血药浓度达到的最大值；达峰时间是指给药后血药浓度达到峰浓度所需的时间。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条