ON THE APPLICATION OF NONLINEAR ANALYSIS IN THE DESIGN OF STRUCTURAL SYSTEMS OF REINFORCED CONCRETE
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Abstract
In recent years the non-linear analysis is considered as a basic procedure in case of structural robustness assessment and for estimation of the existing structures. Non-linear structural analysis, which is based on realistic constitutive relations for basic variables (average values) makes possible a modeling of a real structure behavior. But main problem of this type of analysis is safety format. This article presents critical analysis different approach to safety format for non-linear analysis.
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References
Проектирование конструкций из бетона. Общие правила для зданий : ТКП EN 1992-1-1 (EC2) (IDT: EN 1992-1-1:2004 : Design of Concrete Structures. General rules and rules for buildings). – 276 p.
Тур, А.В. Сопротивление изгибаемых железобетонных элементов при внезапном приложении нагрузки : дис. … канд. техн. наук : 05.23.01 / А.В. Тур. – Брест, 2012. – 228 л.
Сervenka V. Reliability – based non-linear analysis according to fib Model Code 2010 / V. Сervenka // Structures Concrete, diurnal of fib. – 2013. – Vol. 14. – March. – P. 19–28.
Safety Format for the non-linear analysis of Concrete Structures / H. Schlune [et al.] // Engineering Structures, Elsevier, 2011. – Vol. 33, № 8, August.
Основы проектирования строительных конструкций : ТКП EN 1990 (IDT : EN 1990:2002 Basis of Structural Design). – Минск : ЦИТП, 2012. – 126 с.
Model Code 2010, First Complete Draft, Vol. 1, 2 – fib, 2010-CH-1015. – 293 p.
Бетонные и железобетонные конструкции : СНБ 5.03.01-02. – Введ. 01.07.2003. – Минск : М-во стр-ва и архитектуры Респ. Беларусь, 2003. – 144 с.
Bertagnoli G, Giordanol., etc. Safety format for the non-linear analysis of Concrete Structure s. Studies and Researches – V. 25, Polytechnico di Milano, Italy, 2004.
Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency (FEMA) 356, November, 2000. – 561 p.
Unified Facilities Criteria – Design of Building to Resist Progressive Collapse : UFC 4-023-03. – January, 2010.
Тур, В.В. Прочность и деформации бетона в расчетах конструкций / В.В. Тур, Н.А. Рак. – Брест : Изд-во БрГТУ, 2003. – 252 с.
Walraven, J. (ed.), «fib Model Code for Concrete Structures 2010», September 2013.
Cervenka V. (ed.) : SARA – Structural Analysis and Reliability Assessment. User’s manual. Cervenka consulting, Prague, 2003. – 128 p.
Tur, V. Safety format for non-linear pseudo-static response of the RC-structural systems in accidental design situations / V. Tur, A. Tur // Modern Engineering. – 2017. – № 1. – P. 3–14.