纸质出版:2017
移动端阅览
[1]李利莎,杜建国,刘洪丽,陈荣华.罕遇地震下敦煌莫高窟彩塑动力响应数值模拟[J].防灾减灾工程学报,2017,37(02):201-207.
李利莎, 杜建国, 刘洪丽, et al. Numerical Simulation of Dynamic Responses of Painted Sculptures of Dunhuang Mogao Grottoes under Rare Earthquakes[J]. 2017, 37(2): 201-207.
[1]李利莎,杜建国,刘洪丽,陈荣华.罕遇地震下敦煌莫高窟彩塑动力响应数值模拟[J].防灾减灾工程学报,2017,37(02):201-207. DOI: 10.13409/j.cnki.jdpme.2017.02.004.
李利莎, 杜建国, 刘洪丽, et al. Numerical Simulation of Dynamic Responses of Painted Sculptures of Dunhuang Mogao Grottoes under Rare Earthquakes[J]. 2017, 37(2): 201-207. DOI: 10.13409/j.cnki.jdpme.2017.02.004.
为研究敦煌莫高窟彩塑在罕遇地震下的安全性
根据其内部构造特点
建立从内到外分别由木骨架层、芦苇捆扎层、粗泥层和细泥层组成的精细化有限元模型
通过扫频试验与模态分析结果对比
验证了所建有限元模型能够反应实际彩塑的动力特性。在此基础上计算罕遇地震作用下的响应
通过对模型的应力、位移和加速度结果的分析
评价彩塑的抗震性能。结果表明:罕遇地震下
站姿模型最大应力仍在允许范围内
但已接近破坏值
最容易出现破坏的地方主要为模型腿部以下区域、脖子周围以及上半身与手臂相连接部分;坐姿模型最大应力则发生在后背下部与底座连接的地方
其值超出了粗泥层和细泥层的抗拉强度
出现拉伸破坏。二者最大响应点均位于模型顶部
坐姿的响应小于站姿。可以认为在罕遇地震作用下彩塑存在损坏风险。
Painted sculptures of Dunhuang Mogao Grottoes are important constituents of Dunhuang’s cultural art.To study the safety of painted sculptures under rare earthquakes
the finite element models were built according to internal structure of painted sculptures
which are made of wooden frame
reed-padded layer
coarse clay layer and fine clay layer from internal to external.By comparing sweep frequency experiment results with modal analysis results
it is proved that the finite element models can reflect the dynamic performance of painted sculptures.On the basis of this
the response of painted sculptures under rare earthquakes was calculated
the results of model’s stress
displacement and acceleration were analyzed
and the earthquake-resistant performance of painted sculptures was evaluated.The results show under rare earthquakes the standing posture model’s maximum stress is within permitted range
but it is close to failure value.The positions in which standing posture model appear damage are below model’s leg region
around neck and joint of arm and upper half body;the maximum stress appears in the joint of sitting posture model’s back and base.The value exceeds tensile strength
tensile failure occurs.The maximum response spots are tops of models.The response of sitting posture is less than standing posture.It is considered that there is a risk of damage to painted sculptures under rare earthquake.
莫高窟壁画地仗试件物理力学性能分析 [J]. 杜建国,谢冰,刘洪丽,陈荣华. 文物保护与考古科学 . 2016(02)
罕遇地震作用下故宫太和殿抗震性能研究 [J]. 周乾,闫维明,关宏志,纪金豹. 建筑结构学报 . 2014(S1)
西安永宁门箭楼结构及抗震性能分析 [J]. 高大峰,祝松涛,丁新建. 山东大学学报(工学版) . 2013(02)
罕遇地震作用下沧州铁狮子结构现状研究 [J]. 王晓东,王伟,王林安,范峰,永昕群,马清林. 工程力学 . 2011(12)
莫高窟早期三窟壁画和彩塑制作材料研究 [J]. 范宇权,柴勃隆,于宗仁,张文元,王小伟,苏伯民. 敦煌研究 . 2010(06)
石窟围岩地震变形破坏机制的数值模拟分析 [J]. 石玉成,付长华,王兰民. 岩土力学 . 2006(04)
石窟文物抗震安全评价方法研究 [J]. 石玉成,蔡红卫,徐晖平. 岩石力学与工程学报 . 2003(S2)
敦煌莫高窟地震安全性评价 [J]. 石玉成,徐晖平,王旭东. 敦煌研究 . 2000(01)
敦煌莫高窟地区断裂新活动特征及其对石窟的影响 [J]. 袁道阳,石玉成,王旭东. 敦煌研究 . 2000(01)
中国古代木结构有限元动力分析 [J]. 赵均海,俞茂宏,杨松岩,孙家驹. 土木工程学报 . 2000(01)
丝绸之路石窟壁画彩塑保护[M]. 科学出版社 , 李最雄编著, 2005
Earthquake Stability of Columns and Statues [J] . Nicholas Ambraseys,IoannisN. Psycharis. Journal of Earthquake Engineering . 2011 (5)
Methods for 3D digitization of Cultural Heritage [J] . George Pavlidis,Anestis Koutsoudis,Fotis Arnaoutoglou,Vassilios Tsioukas,Christodoulos Chamzas. Journal of Cultural Heritage . 2007 (1)
Three-dimensional modelling of statues: the Minerva of Arezzo [J] . Raffaella Fontana,Marinella Greco,Marzia Materazzi,Enrico Pampaloni,Luca Pezzati,Claudio Rocchini,Roberto Scopigno. Journal of Cultural Heritage . 2002 (4)
0
浏览量
58
下载量
1
CSCD
关联资源
相关文章
相关作者
相关机构
苏公网安备32010202012147号
