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XIU Zongxiang,LIU Baohua,XIE Qiuhong,LI Xishuang,LIU Chenguang,PEI Yanliang,ZHENG Yanpeng.Assessment of structural stability in Bohai Sea area based on AHP-GDM model[J].Acta Oceanologica Sinica,2013,32(4):41-48
Assessment of structural stability in Bohai Sea area based on AHP-GDM model
Assessment of structural stability in Bohai Sea area based on AHP-GDM model
投稿时间:2011-09-06  修订日期:2012-04-12
DOI:10.1007/s13131-013-0297-1
中文关键词:  AHP-GDM Mode  Bohai Sea  structural stability  non-uniform element method
英文关键词:AHP-GDM Mode  Bohai Sea  structural stability  non-uniform element method
基金项目:The National High Technology Research and Development Program of China (863 Program) under contract Nos 2009AA093401 and 2010AA09Z302; the National Natural Science Foundation of China (Key Program) under contract No. 90814011; Special Funds for Postdoctoral Innovative Projects of Shandong Province under contract No. 201102008; the Fundamental Research Funds for the Central Universities under contract No. 11CX04037A.
作者单位E-mail
XIU Zongxiang The First Institute of Oceanography, State Oceanic Administration, Qingdao 266061, China
Key Laboratory of Marine Sedimentology and Environmental Geology, Qingdao 266061, China 
xiuzongxiang@163.com 
LIU Baohua National Deep Sea Center, Qingdao 266061, China  
XIE Qiuhong The First Institute of Oceanography, State Oceanic Administration, Qingdao 266061, China
Key Laboratory of Marine Sedimentology and Environmental Geology, Qingdao 266061, China 
 
LI Xishuang The First Institute of Oceanography, State Oceanic Administration, Qingdao 266061, China
Key Laboratory of Marine Sedimentology and Environmental Geology, Qingdao 266061, China 
 
LIU Chenguang The First Institute of Oceanography, State Oceanic Administration, Qingdao 266061, China
Key Laboratory of Marine Sedimentology and Environmental Geology, Qingdao 266061, China 
 
PEI Yanliang The First Institute of Oceanography, State Oceanic Administration, Qingdao 266061, China
Key Laboratory of Marine Sedimentology and Environmental Geology, Qingdao 266061, China 
 
ZHENG Yanpeng The First Institute of Oceanography, State Oceanic Administration, Qingdao 266061, China
Key Laboratory of Marine Sedimentology and Environmental Geology, Qingdao 266061, China 
 
摘要点击次数: 762
全文下载次数: 660
中文摘要:
      The AHP-GDM model is used for the assessment of structural stability, with the Bohai Sea area as an example. In this model, the credit degree of each expert is calculated through the assessment matrix based on the similarity and diversity of vector. The comprehensive opinions of expert panel are quantitatively obtained by considering the effect of credit degree. According to the geological structural setting, the Bohai Sea is divided into twelve assessment zones of structural stability by non-uniform element method. The structural stability grade of each zone is obtained on the basis of the latest geophysical data, earthquake statistical data, and the information of fault activities, current stress field and crustal deformation. The results show that there are one relatively stable area, three relatively sub-stable areas, six relatively sub-unstable areas and two relatively unstable areas. The assessment results of non-uniform element method are very close with those of uniform grid method with size of 0.25° in longitude direction and 0.14° in latitude direction. However the workload of non-uniform element method is only 1/16 of the latter. Compared with traditional assessment methods of structural stability, a more objective and reliable assessment result can be obtained by combining non-uniform element method and AHP-GDM model.
英文摘要:
      The AHP-GDM model is used for the assessment of structural stability, with the Bohai Sea area as an example. In this model, the credit degree of each expert is calculated through the assessment matrix based on the similarity and diversity of vector. The comprehensive opinions of expert panel are quantitatively obtained by considering the effect of credit degree. According to the geological structural setting, the Bohai Sea is divided into twelve assessment zones of structural stability by non-uniform element method. The structural stability grade of each zone is obtained on the basis of the latest geophysical data, earthquake statistical data, and the information of fault activities, current stress field and crustal deformation. The results show that there are one relatively stable area, three relatively sub-stable areas, six relatively sub-unstable areas and two relatively unstable areas. The assessment results of non-uniform element method are very close with those of uniform grid method with size of 0.25° in longitude direction and 0.14° in latitude direction. However the workload of non-uniform element method is only 1/16 of the latter. Compared with traditional assessment methods of structural stability, a more objective and reliable assessment result can be obtained by combining non-uniform element method and AHP-GDM model.
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