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Paper II.3

Design of Panels of Reinforced Concrete Slabs Submitted to a Dynamic Loading

A. Mont'Averne+, L. Vaz# and M. Velasco#

+Department of Mechanical Engineering, Federal University of Ceara, Fortaleza, Brazil
#Department of Civil Engineering, Pontifical Catholic University, Rio de Janeiro, Brazil

doi:10.4203/ccp.69.2.3

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A. Mont'Averne, L. Vaz, M. Velasco, "Design of Panels of Reinforced Concrete Slabs Submitted to a Dynamic Loading", in Z. Bittnar, B.H.V. Topping, (Editors), "Computational Concrete Structures Technology", Civil-Comp Press, Edinburgh, UK, pp 53-65, 2000. doi:10.4203/ccp.69.2.3

Abstract

In this paper it is presented a procedure for the design verification of reinforced concrete flat slabs submitted to dynamic loading using perfect elasto-plastic analysis, mathematical programming and perfect elasto-plastic dynamic analysis. The procedure for the design verification of reinforced concrete flat slabs proposed in this paper uses acting efforts obtained through a perfect elasto-plastic analysis developed by the finite element method. In the end of this paper is presented an example, which a design verification of a panel of reinforced concrete slab submitted to the aircrafts impact is done.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 69 COMPUTATIONAL CONCRETE STRUCTURES TECHNOLOGY Edited by: Z. Bittnar and B.H.V. Topping Paper II.3 Design of Panels of Reinforced Concrete Slabs Submitted to a Dynamic Loading A. Mont'Averne+, L. Vaz# and M. Velasco# +Department of Mechanical Engineering, Federal University of Ceara, Fortaleza, Brazil #Department of Civil Engineering, Pontifical Catholic University, Rio de Janeiro, Brazil doi:10.4203/ccp.69.2.3 purchase the full-text of this paper Full Bibliographic Reference for this paper A. Mont'Averne, L. Vaz, M. Velasco, "Design of Panels of Reinforced Concrete Slabs Submitted to a Dynamic Loading", in Z. Bittnar, B.H.V. Topping, (Editors), "Computational Concrete Structures Technology", Civil-Comp Press, Edinburgh, UK, pp 53-65, 2000. doi:10.4203/ccp.69.2.3 Abstract In this paper it is presented a procedure for the design verification of reinforced concrete flat slabs submitted to dynamic loading using perfect elasto-plastic analysis, mathematical programming and perfect elasto-plastic dynamic analysis. The procedure for the design verification of reinforced concrete flat slabs proposed in this paper uses acting efforts obtained through a perfect elasto-plastic analysis developed by the finite element method. In the end of this paper is presented an example, which a design verification of a panel of reinforced concrete slab submitted to the aircrafts impact is done. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £50 +P&P)
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