| 框架－剪力墙体系在任意水平力作用下的一种简捷解法 |
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| 引用本文： | 叶荣华. 框架－剪力墙体系在任意水平力作用下的一种简捷解法[J]. 建筑结构学报, 1994, 15(2): 0 |
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| 作者姓名： | 叶荣华 |
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| 作者单位： | 福州大学 |
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| 摘 要： | 对框剪体系在任意水平力作用下进行分析时，本文不用当今惯用的对结构与荷载作连续化的假定，而以Ｂ５样条函数结合配点法导出一整套求解框剪间作用力的递推公式，对任意水平力可直接应用。并结合算例与他法比较大明本法是可行的。
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| 收稿时间： | 1994-04-05 |
| 修稿时间： | 1994-04-05 |
A Simplified Method for Analyzing Frame-Shear Wall Structures Subjected to Various Horizontal Loads |
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| Ye Ronghua. A Simplified Method for Analyzing Frame-Shear Wall Structures Subjected to Various Horizontal Loads[J]. Journal of Building Structures, 1994, 15(2): 0 |
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| Authors: | Ye Ronghua |
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| Affiliation: | Ye Ronghua(Fuzhou University) |
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| Abstract: | Instead of using the conventional continuum hypothesis for both the structure and loads in analyzing frame and shear wall structure subjected to various horizontal loads, a collocation method with B5-spline function has been adopted in this paper for determining the limited number of forces between frame and shear wall, the recurrence formulas provided in the paper can be applied directly for structures subjected to various horizontal loads. The results of comparison with different methods indicate that the suggested method is desirable. |
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