Response of a Reinforced Concrete Slab to the Suddenly Applied Load

Article Preview

Abstract:

In this paper the response of a reinforced concrete slab to a time variable load is presented. The time course of loading is in the first phase defined by a linearly increasing function and in the second phase by a constant function. The response is solved by a modified method of matrix functions.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

36-46

Citation:

Online since:

June 2017

Authors:

Keywords:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] P. Kollar, Equilibrium and movement of snow mass and beyond the zone of translation roof structures, Building Research Journal. 53 (2005) 137-154.

Google Scholar

[2] M. Sida, The movement of snow on pitched roofs, Building Materials. 8(4) 30-32. ISSN 1336-7617. (in Slovak).

Google Scholar

[3] P. Marton, Dynamic investigation of masts in the system of power lines, first ed., AS SVST, Bratislava, 1981. (in Slovak).

Google Scholar

[4] P. Marton, Analysis of Effects of Approximation Method of the Dynamic Load upon the Structural Response, in: 6th International Conference Static, Design, Constructional, and Physical  Problems of Building Structures, 24 - 26 November, 2004, Tatranska Lomnica, Slovakia, pp.227-232.

Google Scholar