The high order single step algorithm is a new method of direct integration for solution equations of motion.
非线性结构时程分析的高阶单步算法是一种新的求解运动方程的直接积分法。
After introducing some basic knowledge of nonhomogeneous STAP in Chapter 2, we primarily studied two complete nonhomogeneous STAP schemes: the integration STAP and the direct data domain algorithm.
在第二章介绍了非均匀STAP的一些基本知识后，主要研究了两种完整的非均匀STAP方案：整合STAP和直接数据域算法。
An algorithm for the high precision direct integration for the dynamic response of structures subjected to arbitrary loading and its parallel implementation are introduced in this paper.
介绍计算任意荷载作用下线性结构动力响应的精细时程积分及其并行算法。
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