对汶川地震灾区文化遗产建筑震害与保护的几点思考
|
摘要
汶川地震不仅造成了大量的人员伤亡和财产损失,而且严重威胁着灾区内的各类文化遗产建筑的安全。为了更好地保护文化遗产建筑,根据文化遗产建筑在地震作用下的结构破坏状况,总结了不同结构形式的文化遗产建筑的震害特点。结合汶川地震灾区文化遗产建筑的营造特点,分析了其传力机理和不同构件的抗震重要性,提出了文化遗产建筑的抗震性能评估方法及相应保护措施的建议。
Wenchuan Earthquake has posed a grave threat to the safety of cultural heritage architectures in earth-quake-stricken area.In order to protect cultural heritage architectures,according to survey results after earthquake,the earthquake damage characteristic of different structural forms was summarized.Combined with the feature of cultural heritage architectures in Wenchuan seismic disastrous area,the damage mechanism and seismic importance of different member were analyzed,and some suggestions were put forward for the earthquake damage evaluation method and protection measure.
Wenchuan Earthquake has posed a grave threat to the safety of cultural heritage architectures in earth-quake-stricken area.In order to protect cultural heritage architectures,according to survey results after earthquake,the earthquake damage characteristic of different structural forms was summarized.Combined with the feature of cultural heritage architectures in Wenchuan seismic disastrous area,the damage mechanism and seismic importance of different member were analyzed,and some suggestions were put forward for the earthquake damage evaluation method and protection measure.
引文
[1]Zhao Shichun,Yu Zhixiang,Pan Yi,et al.Analysis and in-vestigation on the seismic damage of religious building struc-ture in Qingcheng Mountain[R].Chengdu:School of CivilEngineering,Southwest Jiaotong University,2008.[赵世春,余志祥,潘毅,等.青城山宗教建筑结构震害调查与分析[R].成都:西南交通大学土木工程学院,2008.]
[2]Zhou Qian,Yan Weiming,Yang Xiaosen,et al.Study onslight damage of a strengthened chinese ancient building un-der Wenchuan Earthquake[J].Earthquake Resistant Engi-neering and Retrofitting,2009,31(5):101-107.[周乾,闫维明,杨小森,等.汶川地震古建筑轻度震害研究[J].工程抗震与加固改造2,0093,1(5):101-107.]
[3]Xie Qifang,Zhao Hongtie,Xue Jianyang,et al.Analysisand investigation on the seismic damage of timber buildingsin Wenchuan Earthquake[J].Journal Xi’an University ofArchitecture and Technology:Natural Science Edition,2008,40(5):658-661.[谢启芳,赵鸿铁,薛建阳,等.汶川地震中木结构建筑震害分析与思考[J].西安建筑科技大学学报:自然科学版,2008,40(5):658-661.]
[4]Li Guirong,Guo Endong,Zhu Min.Analysis of seismiccharacteristics of Chinese ancient buildings[J].EarthquakeEngineering and Engineering Vibration,2004,24(6):68-72.[李桂荣,郭恩栋,朱敏.中国古建筑抗震性能分析[J].地震工程与工程振动,2004,24(6):68-72.]
[5]李诫(宋).营造法式[M].北京:中国书店出版社,2006:21-29.
[6]梁思成.梁思成全集(第6、7卷)[M].北京:中国建筑工业出版社2,001:36-42.
[7]Yu Zhixiang,Wei Tao,Zhao Shichun,et al.Numericalsimulation study on an ancient building of yellow emperortemple built with brick and wood on Qingcheng Mountain[J].Earthquake Resistant Engineering and Retrofitting,2009,31(3):100-106.[余志祥,韦韬,赵世春,等.青城山黄帝祠砖木古建筑震害数值仿真研究[J].工程抗震与加固改造2,0093,1(3):100-106.]
[8]Fang Dongping,Yu Maohong,Miyamoto Y,et al.Numericalanalysis on structural characteristics of ancient timber archi-tecture[J].Engineering Mechanics,2001,18(1):137-144.[方东平,俞茂鋐,宫本裕,等.木结构古建筑结构特性的计算研究[J].工程力学,2001,18(1):137-144.]
[9]Wang Xingyi,Yang Zhiliang.Research on aseismatic con-struction of ancient timber-framed halls[J].Journal ofHefei University of Technology:Natural Science,2007,30(10):1349-1352.[汪兴毅,杨智良.殿堂型木构架古建筑的抗震构造研究[J].合肥工业大学学报:自然科学版2,007,30(10):1349-1352.]
[10]Zhang Pengcheng,Zhao Hongtie,Xue Jinyang,et al.Ex-periment research on structural performance of Dougong[J].World Earthquake Engineering,2003,19(1):102-106.[张鹏程,赵鸿铁,薛金阳,等.斗拱结构功能试验研究[J].世界地震工程,2003,19(1):102-106.]
[11]中华人民共和国建设部.GB 50165-92,古建筑木结构维护与加固技术规范[S].北京:中国建筑工业出版社,1993.
[2]Zhou Qian,Yan Weiming,Yang Xiaosen,et al.Study onslight damage of a strengthened chinese ancient building un-der Wenchuan Earthquake[J].Earthquake Resistant Engi-neering and Retrofitting,2009,31(5):101-107.[周乾,闫维明,杨小森,等.汶川地震古建筑轻度震害研究[J].工程抗震与加固改造2,0093,1(5):101-107.]
[3]Xie Qifang,Zhao Hongtie,Xue Jianyang,et al.Analysisand investigation on the seismic damage of timber buildingsin Wenchuan Earthquake[J].Journal Xi’an University ofArchitecture and Technology:Natural Science Edition,2008,40(5):658-661.[谢启芳,赵鸿铁,薛建阳,等.汶川地震中木结构建筑震害分析与思考[J].西安建筑科技大学学报:自然科学版,2008,40(5):658-661.]
[4]Li Guirong,Guo Endong,Zhu Min.Analysis of seismiccharacteristics of Chinese ancient buildings[J].EarthquakeEngineering and Engineering Vibration,2004,24(6):68-72.[李桂荣,郭恩栋,朱敏.中国古建筑抗震性能分析[J].地震工程与工程振动,2004,24(6):68-72.]
[5]李诫(宋).营造法式[M].北京:中国书店出版社,2006:21-29.
[6]梁思成.梁思成全集(第6、7卷)[M].北京:中国建筑工业出版社2,001:36-42.
[7]Yu Zhixiang,Wei Tao,Zhao Shichun,et al.Numericalsimulation study on an ancient building of yellow emperortemple built with brick and wood on Qingcheng Mountain[J].Earthquake Resistant Engineering and Retrofitting,2009,31(3):100-106.[余志祥,韦韬,赵世春,等.青城山黄帝祠砖木古建筑震害数值仿真研究[J].工程抗震与加固改造2,0093,1(3):100-106.]
[8]Fang Dongping,Yu Maohong,Miyamoto Y,et al.Numericalanalysis on structural characteristics of ancient timber archi-tecture[J].Engineering Mechanics,2001,18(1):137-144.[方东平,俞茂鋐,宫本裕,等.木结构古建筑结构特性的计算研究[J].工程力学,2001,18(1):137-144.]
[9]Wang Xingyi,Yang Zhiliang.Research on aseismatic con-struction of ancient timber-framed halls[J].Journal ofHefei University of Technology:Natural Science,2007,30(10):1349-1352.[汪兴毅,杨智良.殿堂型木构架古建筑的抗震构造研究[J].合肥工业大学学报:自然科学版2,007,30(10):1349-1352.]
[10]Zhang Pengcheng,Zhao Hongtie,Xue Jinyang,et al.Ex-periment research on structural performance of Dougong[J].World Earthquake Engineering,2003,19(1):102-106.[张鹏程,赵鸿铁,薛金阳,等.斗拱结构功能试验研究[J].世界地震工程,2003,19(1):102-106.]
[11]中华人民共和国建设部.GB 50165-92,古建筑木结构维护与加固技术规范[S].北京:中国建筑工业出版社,1993.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心