Estimation of operated ferro-concrete structures strength of usual and prestressed reinforcing under longitudinal forces, bending and twisting moments

Author

Plevkov, V.S. ; Malganov, A.I. ; Baldin, I.V. ; Stukov, P.V. ; Kalachev, K.V. ; Sarkisov, D.Ju.

Author_Institution

Dept. of Eng., Tomsk State Archit. & Building Univ., Russia

Volume

2

fYear

2004

fDate

26 June-3 July 2004

Firstpage

342

Abstract

Results of the theoretical research to perfect methods of strength and crack durability of the operated building´s ferro-concrete structures and construction estimation under static and short-term dynamic loadings of emergency nature are considered. The calculation methods of ferro-concrete structures in complex intense conditions take into account basic physical laws of dynamic deformation of ferro-concrete at all stages of structure work. The common conditions of ferro-concrete element´s relative strength and crack durability are formulated.

Keywords

bending; cracks; durability; mechanical strength; reinforced concrete; structural engineering; bending moments; crack durability; dynamic deformation; longitudinal forces; operated ferroconcrete structures strength; prestressed reinforcing; short-term dynamic loadings; static loadings; twisting moments; Architecture; Building materials; Concrete; Deformable models; Electronic mail; Nonlinear equations; Safety; State estimation; Surface cracks; Surface resistance;

fLanguage

English

Publisher

ieee

Conference_Titel

Science and Technology, 2004. KORUS 2004. Proceedings. The 8th Russian-Korean International Symposium on

Print_ISBN

0-7803-8383-4

Type

conf

DOI

10.1109/KORUS.2004.1555642

Filename

1555642