The Methodology for Calculating Deflections of Statically Indeterminate Reinforced Concrete Beams (Based on Nonlinear Deformation Model)

Author:

Panfilov Denis A.,Pischulev Alexander A.,Romanchkov Vyacheslav V.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference26 articles.

1. D.A. Panfilov, A.A. Pischulev, The methodology for calculating deflections of reinforced concrete beams exposed to short duration uniform loading (based on nonlinear deformation model), Procedia Engineering, XXIII R-S-P Seminar, Theoretical Foundation of Civil Engineering (23RSP) (TFoCE 2014), Vol. 91, 2014, pp.188-193, doi:10.1016/j.proeng.2014.12.044.

2. An advanced method of calculating the total deflections of flexural reinforced concrete elements with allowance for discrete cracking for normal and high-strength concrete, IzvestiyaOrelGTY, Stroitelstvo;Panfilov;Transport. Orel,2011

3. Experiment research of deflections of reinforced concrete elements made from normal and high-strength concrete, Betonizhelezobeton;Panfilov;Moscow,2011

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