energy n. 1.干劲,活力。 2.(语言、行为等的)生动。 3.〔pl.〕 (个人的)精力;能力。 4.【物理学】能,能量。 What energy you have! 你真有精力呀! be full of energy 精力旺盛。 act [speak] with energy 生气勃勃地干[说]。 conservation of energy 能量守恒,能量不灭。 kinetic [motive] energy 动能。 potential [latent] energy 势能。 apply [devote, direct] one's energies to 致力于。 brace one's energies 鼓起干劲,振作精神。
Bitumen and bituminous binders - determination of deformation energy 沥青和沥青粘合剂.形变能的测定
Deformation energy density 形变能量密度
Specific deformation energy 比形变能
Bitumen and bituminous binders - determination of deformation energy ; german version en 13703 : 2003 沥青和沥青粘合剂.变形能的测定
Methods of test for petroleum and its products - bs 2000 - 515 : bitumen and bituminous binders - determination of deformation energy 石油及其制品的试验方法. bs 2000 - 515 :沥青和沥青粘合剂.变形能的测定
Under the fractal application , the transitional state rendering method based on t - fbm constraint model is proposed . in this model , the transitional deformation energy is defined as the bi - association between the initial state and the transitional fractal detail , and the fbm constraint is realized by the threshold statistical estimation . furthermore , the regional buffering control and regional harmonic control can offer more abundant and flexible control ways for the rendering of fractal transitional state 针对过渡状态可视化的分形应用,提出了基于t一fbm约束的绘制方法,将过渡变形能作为与初始形状和过渡分形细节之间的双向关联,以闭值估计一作为fbm约束因子的具体实现,以区域缓冲与区域调和作为不同约束下的控制手段,很好地在绘制结果中反映出分形性过渡特性的分布情况。
Secondly , the producing mechanism of crack in reinforced structure and factors which affect crack have been discussed , in the emphasis , the method is expounded , which applies first releasing then resisting , combination of releasing and resisting . in the method , flexible slit is applied firstly , which can make deformation of structure distributed , and decrease deformation energy , then the tiny expansion concrete and prestressed concrete with unbonded tendons are applied . and in the different phase , the compressive prestress is put on the concrete structure 其次,分析并论述了钢筋混凝土结构裂缝产生的机理和影响因素,着重阐述了“利用先放后抗,抗放结合,综合控制”的方法:即首先利用后浇带,使混凝土结构分段变形,减小超长变形的影响;并采用微膨胀混凝土技术及无粘结预应力混凝土技术,分阶段对混凝土结构施加一定的预压应力,从而减小或完全抵消混凝土结构因混凝土硬化收缩引起的拉应力;再结合一些其他措施,成功实现钢筋混凝土结构的超长无缝设计与施工。