Numerical Study on Flexural Capacity of Biaxial Hollow Slab

Author:

Sagadevan R.,Nageswara Rao B.

Publisher

Springer Singapore

Reference18 articles.

1. Chung, L., Lee, S. H., Cho, S. H., Woo, S. S., & Choi, K. K. (2010). Investigations on flexural strength and stiffness of hollow slabs. Advances in Structural Engineering, 13(4), 591–602.

2. Aldejohann, M., & Schnellenbach-Held, M. (2003). Investigations on the shear capacity of biaxial hollow slabs—Test results and evaluation. Darmstadt Concrete, 18, 1–11.

3. DIANA. (2008). “User’s Manual”, Release 9.3, (a) Material Library, (b) FX + (for pre- and post-processors for DIANA), (c) Element Library, TNO DIANA BV, The Netherlands.

4. Kim, S., Kang, I., & Lee, H. (2007). Experimental study on the flexural behavior of I-Slab. Proceeding of Korea Concrete Institute, 19(2), 5–8.

5. Lee, W., Cho, S., Lee, S., Lan, C., & Cho, S. (2007). Flexural performance of hollow slab with elliptical balls. Proceeding of Korea Concrete Institute, 19(2), 33–36.

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