木结构古建筑震后破坏状态评估方法研究
发布时间:2018-12-19 09:14
【摘要】:木结构古建筑震后破坏状态评估涉及众多影响因子,且各因子间还存在相关性和不确定性.为提高木结构古建筑震后破坏状态评估的准确性,本文提出了基于模糊数学理论的评估方法.首先,将木结构古建筑分为地基、基础、上部结构3个部分,结合其震害特点,选取13个指标作为评估因子;然后,由层次分析法确定权系数向量,采用隶属函数和类比法构造评判矩阵,建立三层次两阶段的模糊综合评估模型;最后,以青城山黄帝殿为例,应用该模型对其在汶川地震后的破坏状态进行了评估.结果表明,本文方法能合理、较准确地评估震后木结构古建筑的破坏状态,可为木结构古建筑震后维修措施提供依据.
[Abstract]:The evaluation of damage state of ancient wooden buildings after earthquake involves many factors, and there is correlation and uncertainty among them. In order to improve the accuracy of post-earthquake damage assessment of ancient wooden structures, this paper puts forward an evaluation method based on fuzzy mathematics theory. Firstly, the ancient wooden structures are divided into three parts: foundation, foundation and superstructure. According to the characteristics of earthquake damage, 13 indexes are selected as evaluation factors. Then, the weight coefficient vector is determined by analytic hierarchy process, the evaluation matrix is constructed by membership function and analogy method, and the fuzzy comprehensive evaluation model of three levels and two stages is established. Finally, taking the Huangdi Temple of Qingcheng Mountain as an example, the failure state of Qingcheng Mountain after Wenchuan earthquake was evaluated by using the model. The results show that this method is reasonable and accurate in evaluating the damage state of the ancient wooden structures after the earthquake, and can provide the basis for the maintenance measures of the ancient buildings after the earthquake.
【作者单位】: 西南交通大学土木工程学院;陆地交通地质灾害防治技术国家工程实验室;四川省建筑科学研究院;
【基金】:中国工程院咨询研究项目(2010-ZD-4) 国家留学基金资助项目(20123022)
【分类号】:TU366.2
本文编号:2386717
[Abstract]:The evaluation of damage state of ancient wooden buildings after earthquake involves many factors, and there is correlation and uncertainty among them. In order to improve the accuracy of post-earthquake damage assessment of ancient wooden structures, this paper puts forward an evaluation method based on fuzzy mathematics theory. Firstly, the ancient wooden structures are divided into three parts: foundation, foundation and superstructure. According to the characteristics of earthquake damage, 13 indexes are selected as evaluation factors. Then, the weight coefficient vector is determined by analytic hierarchy process, the evaluation matrix is constructed by membership function and analogy method, and the fuzzy comprehensive evaluation model of three levels and two stages is established. Finally, taking the Huangdi Temple of Qingcheng Mountain as an example, the failure state of Qingcheng Mountain after Wenchuan earthquake was evaluated by using the model. The results show that this method is reasonable and accurate in evaluating the damage state of the ancient wooden structures after the earthquake, and can provide the basis for the maintenance measures of the ancient buildings after the earthquake.
【作者单位】: 西南交通大学土木工程学院;陆地交通地质灾害防治技术国家工程实验室;四川省建筑科学研究院;
【基金】:中国工程院咨询研究项目(2010-ZD-4) 国家留学基金资助项目(20123022)
【分类号】:TU366.2
【相似文献】
相关期刊论文 前4条
1 朱志江;;从破坏状态看外墙饰面砖粘结强度[J];科技信息;2009年33期
2 王鸿渠;工程爆破中顶部介质的破坏状态与塌顶作用的影响与控制[J];中国公路学报;1990年01期
3 袁国青,曹志远;按不允许破坏状态反演优化设计钢筋混凝土框架[J];力学季刊;2003年03期
4 ;[J];;年期
相关会议论文 前2条
1 刘洪瑞;;大跨径梁桥地震试验的破坏状态研究[A];全国桥梁结构学术大会论文集(下册)[C];1992年
2 赵考重;王莉;;利用测试建筑物的动力特性分析组合砌体的破坏状态[A];第十届全国结构工程学术会议论文集第Ⅱ卷[C];2001年
,本文编号:2386717
本文链接:https://www.wllwen.com/jingjilunwen/jianzhujingjilunwen/2386717.html