Analysis of frames with semi-rigid joints: A graph-theoretical approach
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[1] N. Kishi,et al. Semirigid Steel Beam‐to‐Column Connections: Data Base and Modeling , 1989 .
[2] Ali Kaveh,et al. Recent Developments in the Force Method of Structural Analysis , 1992 .
[3] Ali Kaveh,et al. A COMPARATIVE STUDY OF COMBINATORIAL AND ALGEBRAIC FORCE METHODS , 1997 .
[4] M. John Frye,et al. Analysis of Flexibly Connected Steel Frames , 1975 .
[5] Wai-Fah Chen. Practical Analysis for Semi-Rigid Frame Design , 2000 .
[6] Ali Kaveh,et al. A UNIFIED METHOD FOR EIGENDECOMPOSITION OF GRAPH PRODUCTS , 2005 .
[7] Ali Kaveh,et al. Suboptimal cycle bases for the force method , 2003 .
[8] Mehmet Polat Saka,et al. Optimum design of nonlinear steel frames with semi-rigid connections using a genetic algorithm , 2001 .
[9] Ali Kaveh,et al. Subminimal cycle basis of a graph for efficient force method of frame analysis , 2005 .
[10] Ali Kaveh,et al. Optimal Structural Analysis , 1997 .
[11] Ali Kaveh. An efficient flexibility analysis of structures , 1986 .
[12] Ali Kaveh,et al. Structural Mechanics: Graph and Matrix Methods , 1995 .
[13] Sven de Vries,et al. Minimum Cycle Bases for Network Graphs , 2004, Algorithmica.
[14] Gregory G. Deierlein,et al. Nonlinear analysis of three-dimensional steel frames with semi-rigid connections , 1991 .
[15] Ali Kaveh,et al. Improved cycle bases for the flexibility analysis of structures , 1976 .
[16] Joseph Douglas Horton,et al. A Polynomial-Time Algorithm to Find the Shortest Cycle Basis of a Graph , 1987, SIAM J. Comput..