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- A non-linear finite element method for the prediction of the behaviour of laterally loaded masonry panels with openings
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題名 | A non-linear finite element method for the prediction of the behaviour of laterally loaded masonry panels with openings=非線狀有限元素方法對側面負重有開口磚石牆行為之預測 |
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作者姓名(中文) | 章文良; | 書刊名 | 中華工專學報 |
卷期 | 9 1994.02[民83.02] |
頁次 | 頁139-167 |
分類號 | 441.411 |
關鍵詞 | 方法; 非線狀有限元素; 負重; 側面; 開口; 預測; 磚石牆; |
語文 | 中文(Chinese) |
中文摘要 | 本文提議一種非線性有限元素方法對側面負重有開口磚石牆之行為。這方法能夠 從事分析有開口或無開口、單喋和雙喋所建設之側面負重磚石牆,從起初負重期直到超越最 高負重點。 這分析採用完整雙軸性塌陷判斷標準,所包括之區域有:壓力 - 壓力、壓力 - 拉力、 拉力 - 拉力之區域。 從這分析法所得的結果與研究試驗結果 2 以及英制標準 BS5628 所提供的設計建議是有所相連的。 |
英文摘要 | The paper proposed a mom-linear finite element method in assessing the behaviour of laterally loaded masonry panels. The analysis is capable of analyzing panels, single leaf and cavity construction, with and without openings, under lateral loading from the initial loading stage up to and beyond the peak load. The analysis adopts a complete biaxial failure criterion covering the compression-compression, compression-tension and tension-tension zones. The result obtained from the the analysis have be en correlated against those obtained from laboratory tests and the design recommendations given in BS5628. |
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