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dissipation
耗散
Starting with the first and second laws of thermodynamics,the free energy function and dissipation potential function are discussed; 从热力学定律出发,利用自由能函数和耗散函数,通过严格的理论推导得到屈服函数、流动法则和硬化规律。 短句来源 The characteristics of load versus deformation hysteretic curve including bearing capacity, skeleton curve and energy dissipation are presented and discussed. 分析了在往复荷载作用下方形薄壁钢管混凝土柱荷载-位移关系曲线的特点以及承载能力、骨架曲线、能量耗散等的变化规律。 短句来源 CONSTITUTIVE MODEL OF ENERGY DISSIPATION AND ITS APPLICATION TO STABILITY ANALYSIS OF SHIP LOCK SLOPE IN THREE GORGES PROJECT 能量耗散本构模型及其在三峡船闸高边坡稳定性分析中的应用 短句来源 Application of energy dissipation model to optimization of construction order for large underground caverns 能量耗散模型在大型地下洞群施工顺序优化分析中的应用 短句来源 ENERGY DISSIPATION OF ROCK DEFORMATION AND FRACTURE 岩石变形破坏过程中的能量耗散分析 短句来源 更多 消散
Expefimental Study on the Dissipation of Pore Water Pressure andthe Foundation Deformation and Strength in Poor Ground in Seashore Area──Taking Zanjiang Electric Factory as A Example 沿海软土地基孔隙水压力消散与地基变形及强度问题试验研究─—以湛江电厂灰堤为例 短句来源 Influence of Dissipation of Negative Pore Water Pressure on Retaining Structure during Excavation 开挖卸载负孔压的消散对围护结构的影响 短句来源 Dissipation of pore water pressure in soft foundation reinforced by vacuum drainage preloading 真空排水预压加固软基中的孔隙水压力消散规律 短句来源 Study on Influence of Dissipation of Negative Pore Water Pressure on Heave of Pit Base 负孔压消散对坑底的回弹影响研究 短句来源 3. Based on Biot's consolidation theory, computer program 3DBCPE3.0 was developed by 3-D FEM that can be used to perform the coupled analysis of soil mass deformation and pore pressure dissipation. 3.以Biot固结理论为基础,研制了考虑土骨架变形与孔压消散耦合作用的三维有限元分析程序3DBCPE3.0。 短句来源 更多 “dissipation”译为未确定词的双语例句
Design Method and Optimal Control for Energy Dissipation System Using Velocity-Dependent Dampers 速度相关型被动消能体系设计方法与优化控制 短句来源 Ductility and Energy Dissipation Capacity of Short Columns in Reinforced Concrete Framed Structures 钢筋混凝土框架短柱的延性和耗能能力 短句来源 RECENT ADVANCES IN RESEARCH ON AND APPLICATIONS OF PASSIVE ENERGY DISSIPATION SYSTEMS 被动耗能减振系统的研究与应用进展 短句来源 Nonlinear Analysis of Seismic Response of Energy Dissipation Shear Wall by Finite Element Method 抗震耗能剪力墙非线性有限元时程分析 短句来源 SHAKING TABLE TEST AND NUMERICAL ANALYSIS FOR SHEAR WALL WITH A NEW TYPE SEISMIC ENERGY DISSIPATION SYSTEM 新型抗震耗能剪力墙结构的振动台试验与分析 短句来源 更多 
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In the present paper, we deal with the long-time behavior of dissipative partial differential equations, and we construct the approximate inertial manifolds for the nonlinear Schr?dinger equation with a zero order dissipation.
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The long time behavior of solution for Hirota equation with zero order dissipation is studied.
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The relative dielectric constant εr and the dissipation factor tgδ of the PZT thin films were measured with an LCR meter and were found to be 158 and 0.04-0.005, respectively.
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The sap flow density, water consumption, and related environmental factors were also measured using thermal dissipation method and ICT-2000TE (Transpiration-Environment) automatic measuring system for tree transpiration and environmental factors.
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mangium forest was measured by using Granier's thermal dissipation probe for over two years in the hilly land of South China.
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A and B dams(60 m and 46 m height respectively)both are earth structures constructed by dumping earth into ponded water.Because of the stability analysis of slows of these dams at the end of construction is an important control factor,thus in this paper describes the method of stability analysis based on the effective stress,which consists of three parts:. 1.The selection of indices of physical and mechanical properties of earth materials including laboratory determination of these property indices and thei... 本文以两个水中填土坝——A 水库土坝(高60米)、B 水库土坝(高46米)作为实例,用有效应力法进行了施工期和施工完毕时坝坡的稳定分析.主要内容分为坝体土料物理、力学性质指标的选择,包括士料的试验方法和指标的整理步骤,特别是孔隙压力系数和消散系数的确定;施工期及土坝刚建成时坝体孔隙压力消散的几个计算方法和步骤,即三相二元、三相一元,二相二元问题和孔隙压力不消散等四种计算方法;并结合有效应力稳定分析方法,提出了各种计算方法所得成果的比较.最后根据坝体的大小,推荐采用三相二元或三相一元问题的解答,确定施工期的孔隙压力大小. 文摘来源 The configuration of pore air and water as well as the structure of soil skeleton has great influences on the mechanical properties of partially saturated soils. In this paper three basic systems with different air-water configurations are postulated, namely, closedair system, bi-opened system and closed-water system. A closed-air system is defined as a partially saturated soil of such high degree of saturation that the air in the pore space forms isolated bubbles which are entirely enclosed by surrounding ... 本文根据土中的孔隙水-气形态,把非饱和土归纳为三种基本系统——水封闭、双开敞和气封闭系统。通过试验,证明了这三种基本水-气形态的存在,并给出了相邻两系统之间的临界饱和度约值。非饱和土的水-气形态的改变对其力学性质有着重大影响,并通过试验论证了两者之间的关系。 文摘来源 This paper presents some important findings found from the researchs on soil liquefaction during the past two decades in the Water Conservancy and Hydroelectric Power Research Institute of China. They are the effect of stress condition on the development of excess pore water pressure in the course of soil liquefaction, the effect of the orientation and arrangement of sand grains upon the stability of the skeleton structure of the sands against vibratory action, the mechanism of development, dissipation$$... 本文介绍了近二十年来在我国水利水电科学研究院进行饱和土振动液化试验研究中发现的几个重要特性。它们包括应力状态对饱和砂土振动液化过程中孔隙水压力变化的影响,颗粒排列对砂土骨架结构振动稳定性的影响,饱和砂土在振动作用下孔隙水压力的产生、消散和扩散机理,以及粉土(少粘性土)液化可能性的评价准则等等。这些特性都是当今研究液化问题中被重视和感兴趣的题目。文中表达了作者对这些问题的看法。 文摘来源 << 更多相关文摘 
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