INFLUENCE OF WALL SUPERSTRUCTURE ON THE FOUNDATION INTERACTION ANALYSIS OF A CIRCULAR RAFT

被引:6
作者
HEMSLEY, JA
机构
来源
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 1987年 / 83卷
关键词
D O I
10.1680/iicep.1987.344
中图分类号
TU [建筑科学];
学科分类号
0813 ;
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页码:115 / 142
页数:28
相关论文
共 24 条
[1]  
Billington David., 1965, THIN SHELL CONCRETE
[2]   THE ANALYSIS OF LIQUID STORAGE TANKS ON DEEP ELASTIC FOUNDATIONS [J].
BOOKER, JR ;
SMALL, JC .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1983, 7 (02) :187-207
[3]  
Cheung Y.K., 1965, INT J SOLIDS STRUCT, V1, P451, DOI DOI 10.1016/0020-7683(65)90008-9
[4]  
CREASY LR, 1958, P I CIV ENG, V9, P87
[5]  
DAVIES JD, 1962, P I CIV ENG, V23, P379
[6]  
DAVIS JD, 1961, CIV ENG PUBL WKS REV, V56, P61
[7]  
Flugge W., 1960, STRESSES SHELLS
[8]  
GHALI A, 1958, STRUCT ENG, V58, P165
[9]  
HANNA MM, 1965, P I CIV INGRS, V30, P167
[10]   ELASTIC SOLUTIONS FOR AXISYMMETRICALLY LOADED CIRCULAR RAFT WITH FREE OR CLAMPED EDGES FOUNDED ON WINKLER SPRINGS OR A HALF-SPACE [J].
HEMSLEY, JA .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1987, 83 :61-90