本文对该方程组采用载荷增量法进行迭代求解。
The load increment method is used for the solution of the nonlinear algebraic equations.
并提出用区间增量载荷法生成主要失效模式的极限状态方程。
The limit state equations of main failure modes are formulated by the increment interval load method.
本文引入带步长限制的变步长增量载荷方案作为解决这一问题的工程途径。
We developed the incremental loads method with variable and limited steps as an engineering way to solve the problem.
阐明了热瞬态密封问题求解的关键是给出螺栓载荷的热态增量；
It expounds that the key of solving thermal transient sealing problem is to obtain the thermal increment of stud-bolt loading.
然后采用增量数值解法分析了轴向冲击载荷作用下非线性弹性圆柱壳的轴对称动力响应问题。
The dynamic characteristics of elastic plates subjected to transverse impact and non-linearly elastic & elasto-plastic cylindrical shells under axial impact loading are investigated theoretically.
对每个外载荷的增量迭加进行分析。
The analysis is performed iteratively for each increment of external load.
文中指出，采用新的波浪设计载荷和腐蚀增量模型，热点应力法可以有效评估边舱折角点的疲劳强度，保证结构在寿命期内的安全。
This paper indicates that the hot stress method could be effective and safe for ship to adopt new wave load model and erosion model.
采用拖带座标系和逐步增量法。还讨论了大挠度对载荷的影响。
Comoving coordinate system and incremental process are adopted and the effect of large deflection on loads is also discussed.
文末对结构整体的载荷-位移行为的分析，揭示了周期载荷作用下的两种结构响应模式：1接触塑性安定；2增量破坏。
Analysis of synthesis of response presented at the end of the paper reveal two modes of structural responses: 1 contact plastic shakedown and 2 progressive failure.
目的探讨均布载荷作用下简支、连续梁桥体外力筋应力增量的简便计算方法。
Calculation method of simply supported to continuous girder bridge is analyzed and compared with load test.
载荷-时间转型是增量：变压器过程中的个别班级一个在一个时间，因为他们已经上膛。
Load-time transformation is incremental: The transformer processes individual classes one at a time as they are loaded.
载荷-时间转型是增量：变压器过程中的个别班级一个在一个时间，因为他们已经上膛。
Load-time transformation is incremental: The transformer processes individual classes one at a time as they are loaded.
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