| 任意形状截面双向偏心受压砌体构件计算探讨 |
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| 引用本文： | 刘长和.任意形状截面双向偏心受压砌体构件计算探讨[J].东北地震研究,2001,17(1):58-63. |
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| 作者姓名： | 刘长和 |
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| 作者单位： | 哈尔滨市建筑设计院,黑龙江,哈尔滨,150010 |
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| 摘 要： | 结构设计规范中有关单向偏心受压砌体构件的计算方法和材料力学的一般原理，对任意形状面双向偏心、受压砌体构件的计算方法进行了探讨，给出了相应的计算公式。
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| 关 键 词： | 辋砌体构件 任意截面 双向偏心受压 材料力学 抗压强度 |
| 文章编号： | 1004-2865(2001)01-0058-06 |
| 修稿时间： | 2001年1月20日 |
RESEARCH ON THE CALCULATION OF BRICK MEMBER WITH ARBITRARY SECTION AND ECCENTRIC COMPRESSION IN BI-DIRECTION |
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| LIU Chang-he.RESEARCH ON THE CALCULATION OF BRICK MEMBER WITH ARBITRARY SECTION AND ECCENTRIC COMPRESSION IN BI-DIRECTION[J].Seismological Research of Northeast China,2001,17(1):58-63. |
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| Authors: | LIU Chang-he |
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| Abstract: | Combined the method of calculating eccentrically compressed in single direction given in design standard and the general principles of material strength,the calculating method for brick member eccentrically compressed in bi direction is inrestigated and the relative calculaling formula is presented. |
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| Keywords: | Brick member Cross section with arbitrary shape Eccentric compression in bi direction |
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