[1]Guo Lewong,Gong Shaoxi,Research on continuous wall beam resistance shear loading capacity[J].Journal of Zhengzhou University (Engineering Science),1992,13(03):22-30.
                                
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                                    Journal of Zhengzhou University (Engineering Science)[ISSN
                                    1671-6833/CN
                                    41-1339/T] Volume:
                                    13
                                    Number of periods:
                                    1992 03
                                    Page number:
                                    22-30
                                    Column:
                                    
                                    Public date:
                                    1992-09-28
                                
                                
                                    - Title:
 
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                                        Research on continuous wall beam resistance shear loading capacity
 
                                
                                
                                
                                    - Author(s):
 
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                                        Guo Lewong; Gong Shaoxi;
 
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                                        The Department of Civil Construction of Zhengzhou Institute of Technology, Department of Civil Construction of Zhengzhou Institute of Technology,
 
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                                    - Keywords:
 
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                                        Continuous wall beams;  anti -shear bearing capacity
 
                                
                                
                                    - CLC:
 
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                                    - DOI:
 
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                                    - Abstract:
 
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                                        Through the experimental research of seven two -cross -no -hole continuous wall beams, the work performance, force mechanism, destructive form and main factors of the two (?) Of the two (?) Of the two (?) Of the Two (?) The wall of the wall of the wall beams, such as the tidal high span ratio, the masonry horizontal tendon rate on the continuous wall bearing capacity, and proposed the continuous wall bearing carrier bearing capacity calculation mode. The test results are good.