NONLINEAR-ANALYSIS OF REINFORCED-CONCRETE PLATE AND SHELL STRUCTURES USING 20-NODED ISOPARAMETRIC BRICK ELEMENTS

被引：56

作者：

CERVERA, M

HINTON, E

HASSAN, O

机构：

来源：

关键词：

D O I：

10.1016/0045-7949(87)90200-8

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

引用

页码：845 / 869

页数：25

共 31 条

[1]

[Anonymous], 1980, FINITE ELEMENTS PLAS

[2]

BAZANT ZP, J MECH DIV ASCE, V106, P1207

[3]

BAZANT ZP, 1981, IABSE482 C FIN REP

[4]

Bruce M.I., 1971, INT J NUMER METHODS, V3, P293, DOI DOI 10.1002/NME.1620030213

[5] CONSTITUTIVE MODELING OF CONCRETE IN FINITE-ELEMENT ANALYSIS [J].

BUYUKOZTURK, O ;

SHAREEF, SS .

[6]

CARDENAS A, 1968, CIVIL ENG STUDIES SR, V336

[7]

CERVENKA V, 1985, J AM CONCRETE I, V82, P877

[8]

COPE RJ, 1980, P INT C NUMER METHS

[9]

CRISFIELD MA, 1985, NUMETA, V85, P565

[10]

DUDDECK H, 1978, NONLINEAR BEHAVIOUR, V1