Comment on classical theory of stability analysis for truss structures

Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics

Volumn 22, Issue 3, 2005, Pages 316-319

  Sun, Huan Chun ^a   Wang, Yue Fang ^a  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Buckling theory; Critical load; Stability; Truss

Indexed keywords

BUCKLING; FAILURE (MECHANICAL); NUMERICAL METHODS; STABILITY; STIFFNESS MATRIX; STRUCTURAL ANALYSIS;

BUCKLING THEORY; CRITICAL LOAD;

TRUSSES;

EID: 22844441787     PISSN: 10074708     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (5)

1. LIU Guang-dong, LUO Han-quan. Stability of Skeletal Structures[A]. Beijing: China Communications Press, 1988. (in Chinese)
2. PRZEMIENIECKI J S. Theory of Matrix Structural Analysis[M]. WANG De-rong, et al, translated. Beijing: National Defense Industry Press, 1986. (in Chinese)
3. SUN Huan-chun, XU Wei-zhen. New approach for critical load of trusses[J]. Journal of Dalian University of Technology. 1993, 34(4): 380-384. (in Chinese)
4. TIMOSHENKO S P. Theory of Elastic Stability[M]. New York: McGraw-Hill Book Company, Inc., 1936.
5. KHOT N S, KAMAT M P. Minimum design of truss structures with geometric behavior[J]. AIAA Journal, 1985, 23(1): 139-144.