Response of a natural draught hyperbolic cooling tower using the finite element technique

Author:

Vats Ishan Shanker,Kanagaraj Nallasivam

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference28 articles.

1. Andres, M., Woermann, R., & Casucci, D. (2013). Large natural draft cooling towers under earthquake excitation. In Proc. SEMC, Cape Town, South Africa, Taylor & Fancies,(pp. 229–234).

2. Chopra, A. (2012). Dynamics of structures (4th ed.). Pearson.

3. Esmaeil, A., & Mehtab, A. (2016). Progressive collapse of hyperbolic cooling tower considering the support inclinations. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 10(3), 421–427.

4. Esmaeil, A., Mehtab, A., & Sahebali, A. (2014). Dynamic response of layered hyperbolic cooling tower considering the effects of support inclinations. Structural Engineering and Mechanics, 50(6), 797–816. https://doi.org/10.12989/sem.2014.50.6.797

5. Gupta, A. K., & Schnobrich, W. C. (1976). Seismic analysis and design of hyperbolic cooling towers. Nuclear Engineering and Design, 36(2), 251–260.

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