elastic adj. 1.有弹力[弹性]的。 2.伸缩自如的,灵活的。 3.机变的,轻快的。 an elastic body 弹性体。 elastic braces 松紧吊裤带。 elastic force 弹力。 an elastic principle 灵活性的原则。 elastic ribbon 松紧带。 an elastic temperament 开朗的性格。 n. 橡皮线,松紧带,橡皮圈。 adv. -ally
displacement n. 1.转位,移动;取代,置换;(人的)流离失所。 2.撤换,免职。 3.【机械工程】(活塞)排气量;【航海】排水量〔一般指军舰的排水量;商船的排水量一般用 gross [net] ton(nage)〕。 4.【化学】置换(作用),取代(作用);【物理学】位移;【医学】移位;【生物学】替位;【药学】滤过;【地质学;地理学】(断层)移动。 displacement nitration process 【化学】取代硝化。
The relations between accuracy , convergence of natural frequencies and transverse elastic displacement shape function , quantity of elements were discussed 计算实例表明,不同位形的机器人的频率差别很大。
Abstract : in mixed - interface modal synthesis method , the substructural displacement is considered as the synthesis of the elastic displacement to interface free - points and the implicated displacement produced by the fixed - points 文摘:在混合界面模态综合法中,子结构的节点位移被视为相对于对接界面约束节点的弹性变形和伴随约束节点的牵连运动位移之和。
Based on the idea of the measured displacement can be divided into elastic and plastic parts , elastic parameters can back analyzed by the elastic displacement , which is the measured instant after blasting excavation . the strength parameter can be got by plastic deformation , which is the measured during the period of construction loop without blasting excavation . lastly , depending on fenner formula , a new and valid evaluating criterion for tunnel stability is presented and the effect of deformation modulus , cohesion , internal friction angle and overburden can be considered 以解析理论为基础提出一种实用而简便的圆形洞室弹性反分析方法,且将其应用推广到其它洞型、分步位移等不同情况;提出一种围岩强度参数反演方法,并对其可靠性进行了初步研究; ( 4 )依据芬纳公式提出了能够考虑围岩变形模量、强度参数、埋深等主要因素的、新的、有效的围岩稳定性评判方法。
Through numerical analysis of the double thin - wall flexible piers continuous rigid - frame bridge , the paper discusses the design influence of the double thin - wall flexible piers . based on the nonlinear programming , the paper thinks about elastic displacement of groundwork , from force analysis of the double thin - wall flexible piers continuous rigid - frame bridge , to draw to the method of parameter optimal design method 通过对双薄壁墩连续刚构桥的数值分析,探讨了双薄壁墩设计的影响因素,着重从双薄壁桥墩连续刚构桥的受力分析出发,以非线性规划为基础,提出了考虑基础弹性变形的优化设计方法。