Although traditional computation method can be simplified by converting spacial effect to plane problem, it is quite hard to reflect the whole and local effect by importing too much hypotheses.
传统的计算方法虽然能够将空间效应简便地转化为平面问题来处理，但是引入的过多假设很难反映结构的整体与局部效应。
Based on the substantive analysis about the positive and negative effect of the spacial structure of Shenyang Dalian high speed passageway, the basic countermeasures for adjustment are proposed.
对沈大快速通道的空间结构正负效应作了实证分析，并提出基本的调控措施。
The conception of key structural blocks, their prerequisites of presence, mechanical characteristics, spacial structure modes, failure modes, effect on stress are discussed also.
在此基础上，探讨了关键结构体的理论框架，讨论了关键结构体的概念与存在条件、力学特性、空间形态、破断方式及其对应力场的影响。
The conception of key structural blocks, their prerequisites of presence, mechanical characteristics, spacial structure modes, failure modes, effect on stress are discussed also.
在此基础上，探讨了关键结构体的理论框架，讨论了关键结构体的概念与存在条件、力学特性、空间形态、破断方式及其对应力场的影响。
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