AN INTERPRETATION FOR MIN-MAX STRUCTURAL DESIGN-PROBLEMS INCLUDING A METHOD FOR RELAXING CONSTRAINTS

被引：63

作者：

TAYLOR, JE ^{[1
]}

BENDSOE, MP ^{[1
]}

机构：

[1] TECH UNIV DENMARK,INST MATH,DK-2800 LYNGBY,DENMARK

来源：

关键词：

D O I：

10.1016/0020-7683(84)90041-6

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

引用

页码：301 / 314

页数：14

共 14 条

[1]

BANICHUK NV, 1978, MTT, V13, P116

[2]

BENDSOE MP, UNPUB J STRUCTURAL M

[3]

BENEDICT RL, 1981, OPTIMIZATION DISTRIB, V2, P1563

[4] OPTIMAL ELASTIC DESIGN FOR PRESCRIBED MAXIMUM DEFLECTION [J].

CINQUINI, C .

JOURNAL OF STRUCTURAL MECHANICS, 1979, 7 (01) :21-34

[5]

DEMS K, INT J SOLIDS STRUCTU

HAUG, EJ .

JOURNAL OF STRUCTURAL MECHANICS, 1981, 9 (04) :415-437

[7]

LITVINOV VG, 1980, USSR COMPUT MATH MAT, V19, P70

[8] AN APPLICATION OF EKELAND THEOREM TO MINIMAX PROBLEMS [J].

MCLINDEN, L .

[9]

MIELE A, 1982, J OPTIMIZ THEORY APP, V38, P97, DOI 10.1007/BF00934325

[10]

MROZ Z, 1980, ARCH MECH, V32, P505