MINIMUM WEIGHT DESIGN OF STRESS LIMITED TRUSSES.

被引：0
|
作者：
Farshi, Behrooz
Schmit Jr., Lucien A.
机构：
来源：
| 1974年 / 100卷 / ST1期
关键词：
STRUCTURAL DESIGN - Stresses;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
A procedure based on the force method of analysis and using linear programming is presented for minimum weight optimum design of stress limited indeterminate trusses. The problem is initially cast as a linear optimization problem considering only equilibrium conditions and stress limits. Thereafter, additional approximate linear conditions are annexed to the initial formulation and the solution is repeated yielding a more nearly compatible design.
引用
收藏
页码：97 / 107
相关论文
共 50 条
  • [1] MINIMUM WEIGHT DESIGN OF STRESS LIMITED TRUSSES
    FARSHI, B
    SCHMIT, LA
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1974, 100 (NST1): : 97 - 107
  • [2] MINIMUM WEIGHT DESIGN OF TRUSSES
    ABOHAMD, M
    APPLIED MATHEMATICAL MODELLING, 1983, 7 (05) : 374 - 376
  • [3] DESIGN AIDS AND DESIGN PROCEDURES FOR HSS TRUSSES.
    Packer, Jeffrey A.
    Birkemoe, Peter C.
    Tucker, William J.
    Journal of structural engineering New York, N.Y., 1986, 112 (07): : 1526 - 1543
  • [4] MINIMUM WEIGHT DESIGN OF STATICALLY INDETERMINATE TRUSSES
    HALMOS, E
    RAPCSAK, T
    MATHEMATICAL PROGRAMMING STUDY, 1978, 9 (JUL): : 109 - 119
  • [5] MINIMUM WEIGHT OF TRUSSES
    FLERON, P
    BYGNINGSSTATISKE MEDDELELSER, 1964, 35 (03): : 81 - &
  • [6] MINIMUM WEIGHT OF TRUSSES
    EFSEN, A
    FLERON, P
    BYGNINGSSTATISKE MEDDELELSER, 1965, 36 (03): : 98 - &
  • [7] PRECAST CONCRETE TRUSSES.
    Wechsler, Marius B.
    1600, (08):
  • [8] Manufacturing tolerance incorporated in minimum weight design of trusses
    Gutkowski, W
    Bauer, J
    ENGINEERING OPTIMIZATION, 1999, 31 (03) : 393 - 403
  • [9] MINIMUM WEIGHT DESIGN OF TRUSSES BY AN OPTIMALITY CRITERIA METHOD
    OBLAK, M
    BUTINAR, B
    KEGL, M
    ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 1989, 69 (04): : T93 - T95
  • [10] Mass Optimization of Trusses.
    Brox, Petr
    Prochazka, Petr
    1600, (20):
12345