Chang Hsi-the. Earthquake Response of Circular Column Submerged in Water Partially[J]. Applied Mathematics and Mechanics, 1983, 4(6): 847-851.
	
		
			Citation: 
													Chang Hsi-the. Earthquake Response of Circular Column Submerged in Water Partially[J]. Applied Mathematics and Mechanics, 1983, 4(6): 847-851. 								 
				
			 
	
 
	
		Chang Hsi-the. Earthquake Response of Circular Column Submerged in Water Partially[J]. Applied Mathematics and Mechanics, 1983, 4(6): 847-851.
	
		
			Citation: 
													Chang Hsi-the. Earthquake Response of Circular Column Submerged in Water Partially[J]. Applied Mathematics and Mechanics, 1983, 4(6): 847-851. 								 
				 
	
  
			
				
					
						
Earthquake Response of Circular Column Submerged in Water Partially 
					
					
						 
					
					
					
                        
		    		
						
							
							
							Received Date:  1982-09-11Publish Date: 
											1983-12-15 
	                  
                 
             
            
            	
                
                 
				
                    Abstract 
                        
                            In this paper, the author studies the earthquake response of circular column partially submerged in water, and obtained the displacement response of column-water couple system and the moment of any section as well as the distribution of earthquake force along the column height.
                     
                
                 
                
               	
	                
	                     
                
                
				
	                    References 
	                    
	
		
				[1] 
				
					张悉德,部分理人水中悬臂圆柱体弯曲自由振动,应用数学和力学.3. 4(1982).
					
					 
			 
		
				[2] 
				
					郑哲敏、马宗魁,一侧有水悬臂梁的自由振动,力学学报、3, 2(1959)
					
					 
			 
		
				[3] 
				
					项中权、由敬瞬、张悉德等,圆形取水给水构筑物的自振特性和抗震计算,地震工程研究报告集第4集,科学出版社.(1982)
					
					 
			 
		
				[4] 
				
					刘恢先,论地震力.土木工程学报,5, 2(1958).
					
					 
			 
		
  
                
                
                     
                
				
				
				
						 
				
                
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