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无侧移敞口刚架的内力位移算法研究
引用本文:王广州.无侧移敞口刚架的内力位移算法研究[J].山西建筑,2007,33(30):93-94.
作者姓名:王广州
作者单位:中南大学土木建筑学院,湖南长沙,410075
摘    要:针对现有若干算法可用于无侧移敞口刚架的内力位移计算,但由于理论等因素造成其应用不便的现状,选用矩阵理论为工具,以无侧移敞口刚架为对象,对其内力位移算法进行了研究,并对今后算法研究工作提出了建议。

关 键 词:无侧移敞口刚架  算法  简明性  可操作性
文章编号:1009-6825(2007)30-0093-02
修稿时间:2007-05-14

and displacement of non-sway open-ended rigid frame
WANG Guang-zhou.and displacement of non-sway open-ended rigid frame[J].Shanxi Architecture,2007,33(30):93-94.
Authors:WANG Guang-zhou
Abstract:According to the inconvenient application situations of present algorithm used in internal force and displacement calculation of non- sway open-ended rigid frame caused by leakage theoretical research and other factors, in this paper utilizing matrix theory and taking non-sway open-ended rigid frame as research objective algorithm of its internal force and displacement is studied. In the end suggestions are proposed for research works in the future.
Keywords:non-sway open-ended rigid frame  algorithm  simplicity  operability
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