| 多层超高砖砌体房屋的抗震设计研究 |
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| 引用本文： | 古元媛,曹玉生,边志富. 多层超高砖砌体房屋的抗震设计研究[J]. 内蒙古工业大学学报, 2000, 19(2): 139-143 |
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| 作者姓名： | 古元媛 曹玉生 边志富 |
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| 作者单位： | [1]内蒙古工业大学建筑工程学院,内蒙古呼和浩特 [2]伊化建筑公司,内蒙古呼和浩特 |
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| 摘 要： | 本文根据“小震不坏,大震不倒”的抗震原则,对多层砖砌体房屋进行了强度分析,对构造柱和混凝土事本抗剪强度的影响进行了分析,提出了只要严格加强构造措施,砖砌体结构的高度超过规范规定的限值也能保证其安全性的观点。
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| 关 键 词： | 混凝土带 多层砖砌体房屋 抗震设计 抗剪强度 |
| 文章编号： | 1001-5167(2000)02-0139-05 |
| 修稿时间： | 1999-11-02 |
ANTI-SEISMIC DESIGN FOR MULTISTORY MASONRY BUILDING ABOVE REGULATION LIMITED HEIGHT |
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| GU Yuan yuan ,CAO Yu sheng ,BIAN Zhi fu. ANTI-SEISMIC DESIGN FOR MULTISTORY MASONRY BUILDING ABOVE REGULATION LIMITED HEIGHT[J]. Journal of Inner Mongolia Polytechnic University(Social Sciences Edition), 2000, 19(2): 139-143 |
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| Authors: | GU Yuan yuan CAO Yu sheng BIAN Zhi fu |
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| Affiliation: | GU Yuan yuan 1,CAO Yu sheng 2,BIAN Zhi fu 1 |
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| Abstract: | In order to follow the anti seismic design principle of "no damage from slight earthquake shocks,no collapse from sharp ones",a study on the strength of multistory masonry building has been conducted.The effect of tie column and reinforced concrete band on the shearing strength of masonry is analyzed.The view is expounded that so long as strict constructional measures are taken,the safety of masonry structure can be ensured even if its height exceeds regulation limits. |
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| Keywords: | reinforced concrete tie column reinforced concrete band multistory masonry building |
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