| 1. | The decision theory approach
决策理论法 |
| 2. | Three - dimensional general solution of transversely isotropic thermoelasticity and the potential theory method
横观各向同性三维热弹性力学通解及其势理论法 |
| 3. | We can evaluate safety value in quantity by using negative value and value engineering method
使用负价值理论法和价值工程法可以对安全价值从量上进行初步评价。 |
| 4. | In addition , some comparisons can be made between load transfer method and elastic theory method in this paper
另外，本文还对荷载传递函数法和弹性理论法在壁板桩中的应用进行了初步对比。 |
| 5. | The raft rigidity directly affected by the dimensions of the board , however , were neglected in the traditional analyzing of substratum settlement except of the elasticity theory method
除弹性理论法外，其它常用的设计和分析方法几乎都没有考虑筏板刚度对下卧层沉降的调节作用。 |
| 6. | Theoretically , new method is used to determine the rational open - pit limit of mine in - deeply study , which is limit theory and grey clustering decision theory
论文对确定矿山合理开采境界方案在理论上进行了深入的探讨，提出了边际理论法和灰色聚类决策确定矿山合理开采境界的新方法。 |
| 7. | The pile analysis method includes elastic method , simplified model method , and shearing deformed method . of course , as one type of numerical method , finite element method is used more than boundary element method
具体分析方法包括弹性理论法、简化模型法、数值分析方法。模型简化法包括荷载传递法和剪切变形法。 |
| 8. | The model is called " generalized elastic theory " in this paper , which can take the plastic behavior of the soil around the pile into account , and also can analyze the battered pile and pile group
这种方法可以考虑桩周土的塑性和桩-桩相互作用，还可以分析斜桩以及有斜桩的群桩。把广义弹性理论法用于单桩分析，建立了相应的模型和公式。 |
| 9. | Abstract : the predictive methods of single building in the world includedhistorical statistical seismic damage method , spe cialist evaluation method , fuzzy analogy method , half experience and half theory method , structural theory method and development analysis method
文摘:国内外单体建筑物的震害预测方法包括历史震害统计法、专家评估法、模糊类比法、半经验半理论法、结构理论计算方法和动态分析法。 |
| 10. | A series of model experiments and prototype experiments are run to explore the technology of transmission power foundation . based on the elastic theory , the stress between the pile and the soil is assumed to be a function of the relative displacement
在弹性理论法的基础上，假设桩-土之间存在相对位移，桩-土相互作用力是相对位移的函数，以模拟桩-土之间的相对位移和塑性作用，本文称为“广义弹性理论法” 。 |
