BEHAVIOR OF EMPTY STEEL GRAIN SILOS UNDER WIND LOADING .1. THE STIFFENED CYLINDRICAL-SHELL

被引:19
作者
BRIASSOULIS, D [1 ]
PECKNOLD, DA [1 ]
机构
[1] UNIV ILLINOIS,DEPT CIVIL ENGN,URBANA,IL 61801
关键词
D O I
10.1016/0141-0296(86)90034-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:260 / 275
页数:16
相关论文
共 27 条
[1]  
ANSOURIAN P, 1985, ISBN08675781735, P118
[2]  
BILLINGTON DP, 1982, THIN SHELL CONCRERE, P373
[3]   A FAMILY OF SPECIAL-PURPOSE ELEMENTS FOR ANALYSIS OF RIBBED AND REINFORCED SHELLS [J].
BOUBERGUIG, A ;
JIROUSEK, J .
COMPUTERS & STRUCTURES, 1980, 12 (02) :253-264
[4]  
BRENDEL B, 1981, J STRUCT MECH, V9, P91, DOI 10.1080/03601218108907378
[5]   ANCHORAGE REQUIREMENTS FOR WIND-LOADED EMPTY SILOS [J].
BRIASSOULIS, D ;
PECKNOLD, DA .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1986, 112 (02) :308-325
[6]  
BRIASSOULIS D, 1985, THESIS U ILLINOIS UR
[7]  
GAYLORD EM, 1984, DESIGN STEEL BINS ST, P360
[8]  
GOPALACHARYULU S, 1973, J ENG MECH, V99, P943
[9]   NON-LINEAR FINITE-ELEMENT ANALYSIS OF SHELLS .1. 3-DIMENSIONAL SHELLS [J].
HUGHES, TJR ;
LIU, WK .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1981, 26 (03) :331-362
[10]  
JERATH S, 1977, TAM419 U ILL REP, P122