The Analysis Of A Frame Structure With Additional Shear-Bending Bars Under Horizontal Earthquake Action

机译：水平地震作用下附加剪切弯曲条的框架结构分析

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The analytical result of the model under horizontal earthquake action is discussed in this paper, According to the analysis, this structure can effectively reduce stress and deformation. The structural potential behavior and failure principle are presented. Some advices are given in this paper for deeply studying such frame structures.

机译：本文讨论了水平地震作用下模型的分析结果，根据分析，该结构可以有效地减轻应力和变形。提出了结构潜在行为和故障原理。本文给出了一些建议，以深入研究这种框架结构。

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《International Conference on Advanced Design and Manufacturing Engineering》|2012年||共4页
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作者
Zhongxin Wang;
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中图分类 TB3-53;
关键词
Transfer structure; The action of horizontal earthquake; FEM(ANSYS); Frame structure;

机译：转移结构;水平地震的作用;FEM（ANSYS）;框架结构;

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4. The Analysis Of A Frame Structure With Additional Shear-Bending Bars Under Horizontal Earthquake Action [C] . Zhongxin Wang International Conference on Advanced Design and Manufacturing Engineering . 2012

机译：水平地震作用下附加剪切弯曲条的框架结构分析
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8. Analysis of Reinforced Concrete Frame-Wall Structures for Strong Motion Earthquakes. [R] . emori, katsuhiko schnobrich,william c. 1979

机译：强震动钢筋混凝土框架 - 墙体结构分析。

The Analysis Of A Frame Structure With Additional Shear-Bending Bars Under Horizontal Earthquake Action

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