| 具有侧移的正规多层多跨刚架在任意荷载作用下的一种简捷解法 |
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| 引用本文： | 叶荣华. 具有侧移的正规多层多跨刚架在任意荷载作用下的一种简捷解法[J]. 福州大学学报(自然科学版), 1985, 0(1): 114-134 |
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| 作者姓名： | 叶荣华 |
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| 作者单位： | 福州大学土建系 |
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| 摘 要： | 本文介绍一种对有侧移刚架的有效而简便的渐近解法．立中给出各种类型刚架的计算公式． 讨论了力矩分配法和无剪力分配法都可作为本法的特殊情况来处理．并对无剪力分配法给予数学 上的论证．最后，通过几个有侧移的刚架实例，用手算，并用电算校核，从而获得概念清晰、运 算简便、精确度高的结果．
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| 关 键 词： | FRAMES GRADUAL APPROACH VARIOUS LOADS |
A SIMPLE AND DIRECT METHOD FOR ANALYZING THE REGULAR MULTISTOREY AND MULTIBAY FRAMES WITH SWAY SUBJECTED TO VARIOUS LOADS |
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| Ye Rongnua. A SIMPLE AND DIRECT METHOD FOR ANALYZING THE REGULAR MULTISTOREY AND MULTIBAY FRAMES WITH SWAY SUBJECTED TO VARIOUS LOADS[J]. Journal of Fuzhou University(Natural Science Edition), 1985, 0(1): 114-134 |
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| Authors: | Ye Rongnua |
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| Affiliation: | The Department of Civil and architectural Engineering |
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| Abstract: | This paper introduced a method of gradual approach which is universally suitable for frame analysis. and proceeded to discuse that both the moment distribution method and the no-shear moment distribution method might be tre- ated as special cases of that suggested method. In addition,the no-shear mom- ent distribution method was proved mathematically. Finally, we obtained the results with distinct conception,and simple and convenient calculation, as well as high precision by analyses of several examples of frames with sway done by hand calculation and checked with computer. |
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| Keywords: | FRAMES GRADUAL APPROACH VARIOUS LOADS |
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