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grottoes
相关语句
  石窟
    METHODS FOR THE SEISMIC STABILITY EVALUATION OF SURROUNDING ROCK AND AUXILIARY STRUCTURES OF GROTTOES
    石窟围岩及其附属构筑物地震稳定性评价方法研究
短句来源
    Taking Mogao grotto as example, the seismic resistance characteristics of retain wall type grotto is discussed. Methods for the seismic stability evaluation of surrounding rock and auxiliary structures of grottoes are studied.
    以莫高窟为例探讨了挡墙加固型石窟围岩及其附属构筑物的地震稳定性评价方法 .
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  grottoes
The paper discusses measures to protect the Mogao Grottoes, northwest China, from the effects of a gobi sand stream.
      
The gobi sand stream and its control over the top surface of the Mogao Grottoes, China
      
Heavy geological deterioration and other factors have resulted in various degrees of damage to the temple's grottoes and stone carvings over the centuries such that protection and renovation are urgently required.
      
It occurs at the reef slope in a depth of 22-48 m at the edge of grottoes.
      
Therefore, to control the blowing sand above the Mogao Grottoes, emphasis should be placed on controlling erosion from the Mingsha Mountains rather than local erosion of sand in the gobi.
      
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Taking Mogao grotto as example, the seismic resistance characteristics of retain wall type grotto is discussed. Methods for the seismic stability evaluation of surrounding rock and auxiliary structures of grottoes are studied. It is concluded that the method of dynamic analysis can be mainly used in seismic response analysis for large scale grottoes and its auxiliary structures ,at the same time,results of pseudo static analysis have to be used as reference. Furthermore, some thoughts and methods...

Taking Mogao grotto as example, the seismic resistance characteristics of retain wall type grotto is discussed. Methods for the seismic stability evaluation of surrounding rock and auxiliary structures of grottoes are studied. It is concluded that the method of dynamic analysis can be mainly used in seismic response analysis for large scale grottoes and its auxiliary structures ,at the same time,results of pseudo static analysis have to be used as reference. Furthermore, some thoughts and methods of evaluating seismic resistance ability of grottos are put forward.

以莫高窟为例探讨了挡墙加固型石窟围岩及其附属构筑物的地震稳定性评价方法 .认为对于大型的石窟群及其附属构筑物 ,其地震稳定性评价宜采用以动力分析方法为主 ,拟静力法为辅的双轨制方法 ,并提出了具体的评价思路和理论分析方法 .

 
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