Shell-Based Finite Element Modelling of RC Flat Plates Subjected to Non-uniform Connection Region Stresses

Author:

Abolhelm R.,Hrynyk T. D.

Publisher

Springer Nature Singapore

Reference18 articles.

1. Mitchell D, Cook WD (1984) Preventing progressive collapse of slab structures. J Struct Eng ASCE 110(7):1513–1532

2. Milligan GJ, Polak MA, Zurell C (2020) Finite element analysis of punching shear behaviour of concrete slabs supported on rectangular columns. J Struct Eng, ASCE, 224:111189

3. Setiawan A, Vollum RL, Macroini L, Izzuddin A (2020) Punching of RC slabs without transverse reinforcement supported on elongated columns. Structures 27:2048–2068

4. Figueiras JA, Owen DRJ (1984) Analysis of elasto-plastic and geometrically nonlinear anisotropic plates and shells. In: Hinton E, Owen DRJ (eds) Finite element software for plates and shells. Pineridge, Swansea, UK

5. Polak MA, Vecchio FJ (1993) Nonlinear analysis of reinforced concrete shells. J Struct Eng ASCE 5(655):655–664

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