Static and dynamic post-buckling behavior of truss structures

Engineering Structures

Volumn 20, Issue 4-6, 1998, Pages 384-389

  Tada, M ^a   Suito, A ^b  

^a OSAKA UNIVERSITY   (Japan)

^b TAKENAKA CORPORATION   (Japan)

Author keywords

Dynamic analysis; Post buckling behavior; Truss structure

Indexed keywords

BUCKLING; DYNAMIC LOADS; DYNAMIC RESPONSE; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS;

DYNAMIC ANALYSIS; POST BUCKLING; STATIC LOAD; VIBRATION MODEL;

TRUSSES;

EID: 0032043237     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00018-7     Document Type: Article

References (6)

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2. Tachibana, E. 'On application of the quasi-Newton method for structural analysis including the dynamic snap-through problem', Proc. IASS Symp., Vol. 3, 1986, pp. 129-136.
3. Kubota, H. and Wada, A. 'Dynamic analysis method for the collapse problems', Trans. Architect, Inst. Japan, 1989, (403), 97-103 (in Japanese)
4. Tada, M. and Inoue, K. 'Application of perturbation techniques in the analysis of braced frames', Proc. 6th Canad. Conf. Earthquake Engineering, 1991, pp. 77-84
5. Inoue, K. and Ogawa, K. 'A study on the plastic design of braced multi-story steel frames', Trans. Architect. Inst. Japan 1978, (268), 87-98 (in Japanese)
6. Ishida, S., Uetani, K., Morisako, K. and Nishimura, T. 'Application of incremental perturbation method to one dimensional combined nonlinear FEM dynamics (FERT-PD), Trans. Architect. Inst. Japan, 1990, (408), 67-75 (in Japanese)