A GENERAL LOWER AND UPPER BOUND THEOREM OF STATIC STABILITY

被引:9
作者
BOOTHBY, TE
BROWN, CB
机构
[1] Department of Architectural Engineering, The Pennsylvania State University, University Park
[2] Department of Civil Engineering, University of Washington, Seattle
关键词
STATIC STABILITY SYSTEM; STABILITY CRITERION;
D O I
10.1016/0141-0296(93)90053-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A statically stable state of a system subjected to conservative and dissipative forces is considered as a local minimum of the sum of the potential energy and the energy dissipated from the system subject to the kinematic constraints on the system. This stability criterion is investigated by the methods of optimization under constraints. A dual mathematical program, the maximization of the complementary energy of the system subject to equilibrium constraints, is constructed. Bounds on the kinematic state space of a system and energy dissipation are introduced as inequality constraints. Lower and upper bound conditions for the loads causing instability of the system are derived. By the upper bound condition, the system is unstable if the virtual work is negative in a kinematically admissible displacement, including rigid body components. By the lower bound condition, the system is stable if the gradient vectors of the active constraints with nonzero Lagrange multipliers span the space of feasible rigid body rotations. The existence of a nonempty feasible set for the dual program is also found to ensure the stability of the system.
引用
收藏
页码:189 / 196
页数:8
相关论文
共 18 条
[1]  
Avriel M, 2003, NONLINEAR PROGRAMMIN
[2]  
Baker J. F., 1956, STEEL SKELETON
[3]   STABILITY OF MASONRY PIERS AND ARCHES [J].
BOOTHBY, TE ;
BROWN, CB .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (02) :367-383
[4]  
BOOTHBY TE, 1991, THESIS U WASHINGTON
[5]  
COOKE N, 1987, P I CIVIL ENG PT 2, V83, P97
[6]  
Heyman J., 1966, INT J SOLIDS STRUCT, V2, P249, DOI [DOI 10.1016/0020-7683(66)90018-7, 10.1016/0020-7683(66)90018-7]
[7]  
HIRSCH MW, 1984, DIFFERENTIAL EQUATIO
[8]  
Horne M. R., 1950, J I CIVIL ENG, V34, P174
[9]  
KOOHARIAN A, 1952, P ACI, V89, P317
[10]   A THEORY OF NO-TENSION DISCRETIZED STRUCTURAL SYSTEMS [J].
MAIER, G ;
NAPPI, A .
ENGINEERING STRUCTURES, 1990, 12 (04) :227-234