| 无筋砖砌体受压构件计算机程序 |
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| 引用本文： | 方恬.无筋砖砌体受压构件计算机程序[J].苏州科技学院学报(工程技术版),1996(4). |
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| 作者姓名： | 方恬 |
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| 作者单位： | 苏州城建环保学院城建系 |
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| 摘 要： | 文章列出了无筋砌体受压构件的承载力、抗裂性验算公式及砌体墙、柱高厚比验算公式，推导出了砖砌体材料性能，墙、柱允许高厚比等的解析计算公式，并用ＢＡＳＩＣ语言编写了相应的计算机程序。该程序可用于矩形截面墙、柱或带壁柱Ｔ形截面墙的承载力、抗裂性及高厚比的验算。该程序还可用于非标准强度等级砖、砂浆砌筑的墙、柱的计算。
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| 关 键 词： | 承载力 抗裂计算 偏心受压构件 轴心受压构件 无筋砖砌体 计算机程序 高厚比 |
THE COMPUTER PROGRAM FOR THE COMPRESSION MEMBERS OF NONREINFORCED BRICK MASONRY |
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| Fang Tian.THE COMPUTER PROGRAM FOR THE COMPRESSION MEMBERS OF NONREINFORCED BRICK MASONRY[J].Journal of University of Science and Technology of Suzhou：Engineering and Technology,1996(4). |
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| Authors: | Fang Tian |
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| Affiliation: | Dept.of Urban Construction |
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| Abstract: | This paper sets out the check formulas for the load-bearing capacitycaloulation and cracking computation of non-reinforoed masonry oompressionmembers as well as for the haight-to-thiokness ratio caloulation of masonry wallsand columns.In addition,it deduces the analytical calculation formulas of materialproperties of brick masonry and those of allowable height-to-thickness ratio of wallsand columns.and presents the corresponding computer program with BASICcomputer language.The program can be used for the checking computation ofload-bearing capacity, crack resiStance and height-to-thickness ratio of walls andcolumns of rectangular sections and walls of T-section with pilasters.The programcan also be used for the computation of walls and columns laid with bricks andmortar of non-standard strength grades. |
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| Keywords: | load-bearing capacity craeking computation eccentric compressionmembers axial compression members non-reinforced brick masonry computerprogram height-to-thickness ratio |
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