LIMIT DESIGN OF FRAMES WITH AXIAL FORCE-BENDING MOMENT INTERACTION

被引：3

作者：

POLIZZOTTO, C

MAZZARELLA, C

机构：

[1] Facoltà di Architettura Università di Palermo, Palermo

来源：

JOURNAL OF STRUCTURAL MECHANICS | 1979年 / 7卷 / 01期

关键词：

D O I：

10.1080/03601217908905314

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

A method for optimum plastic design of plane frames is studied, taking into account the axial force-bending moment interaction plastic behavior. The frame is regarded as a discrete model, Formed by rigid elements which are separated by (generalized) plastic hinges. Alternative loading conditions are considered, in addition to the action of the design-dependent self-weight, The optimization problem is solved as a problem of linear programming into which some technological and construction requirements are also introduced. Optimality conditions are also discussed. © 1979, Taylor & Francis Group, LLC. All rights reserved.

引用

页码：83 / 106

页数：24

共 22 条

[1] BIGELOW RH, 1967, ASCE, V93, P109
[2] DRUCKER DC, 1956, 9 P INT C APPL MECH, V5, P212
[3] Fenvez SJ, 1971, INT J NUMER METH ENG, V3, P425
[4] MINIMUM WEIGHT DESIGN AND THE THEORY OF PLASTIC COLLAPSE
FOULKES, J
[J]. QUARTERLY OF APPLIED MATHEMATICS, 1953, 10 (04) : 347 - 358
[5] FOULKES J, 1953, P R SOC A, V223, P482
[6] PLASTIC DESIGN OF BEAMS AND PLANE FRAMES FOR MINIMUM MATERIAL CONSUMPTION
HEYMAN, J
[J]. QUARTERLY OF APPLIED MATHEMATICS, 1951, 8 (04) : 373 - 381
[7] HEYMAN J, 1953, STRUCT ENG, V31, P125
[8] MAIER G, 1969, REND ACC NAZ LINCE 8, V42, P266
[9] Maier G., 1970, MECCANICA, V5, P54, DOI DOI 10.1007/BF02133524
[10] MAIER G, 1972, JUL P INT S COMP AID, V1

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