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鉴于内存及外部设备的限制，一般在现有国产计算机上进行大量未知数的高层建 筑结构静力与动力分析是困难的。本文采用了以下力学模型处理和程序技巧［ｌ，２］， 较好地克服了上述困难： （１）多层子结构模式装配和多种荷载模式组合； （２）节点位移的主从关系及相应位移规格数的概念，并在多层子结构自动拼装 中实现了多级位移规格数的传递与修改； （３）采用子结构刚度阵静力凝聚及动力程序和静力程序的“接力”方案，传递 先后计算信息； （４）引入等价膜概念，采用简单而又较精确的计算模型． 工程实例计算表明，上述处理是有效的。从而对现有国产计算机适应日益迫切的 高层建筑结构设计起了推动作用。
Given the limitations of memory and external equipment, it is often difficult to perform static and dynamic analysis of high-rise building structures that are largely unknown on existing domestic computers. In this paper, the following mechanical model processing and programming techniques [1, 2] are adopted to overcome the above difficulties: (1) Multi-layer sub-structure mode assembly and multiple load mode combinations; (2) Master-slave relationship of node displacements and The concept of corresponding displacement specification number, and the transfer and modification of multi-level displacement specification numbers are realized in the multi-layer sub-structure automatic assembly; (3) The “relay” of sub-structure stiffness array static cohesion and power program and static program is adopted. Program, passing calculation information one after another; (4) Introducing the concept of equivalent membrane, using a simple and accurate calculation model. Calculation of engineering examples shows that the above processing is effective. This has promoted the design of high-rise building structures that have become increasingly urgent for existing domestic computers.