This paper addresses a numerical algorithm for nonlinear analysis of frames, using the unit displacement method, in generating a reduced stiffness matrix of the structure. This algorithm can properly be used in nonlinear static analysis or in the incremental response spectral method. Here, the insta
β¦ LIBER β¦
Applications of a reduction method for reanalysis to nonlinear dynamic analysis of framed structures
β Scribed by L.-J. Leu; C.-H. Tsou
- Publisher
- Springer
- Year
- 2000
- Tongue
- English
- Weight
- 176 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0178-7675
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