An Equivalent Single-Degree-of-Freedom System to Estimate Nonlinear Response of Semi-fixed Flexural Members Under Impact Load
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s40996-018-0169-1.pdf
Reference26 articles.
1. Al-Thairy H (2016) A modified single degree of freedom method for the analysis of building steel columns subjected to explosion induced blast load. Int J Impact Eng 94:120–133
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3. Chen WF, Lui EM (1987) Structural stability. Elsevier, Amsterdam
4. Clough RW, Penzien J (2003) Dynamics of structures, 3rd edn. Computers and Structures Inc, Berkeley
5. Dharaneepathy MV, Anandavalli N (2004) Nonlinear analysis of shock-loaded reinforced concrete structures. Int J Struct Stabil Dyn 4(2):223–236
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