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|Title:||Numerical Procedure for Long Term Deflection Prediction of Reinforced Concrete Elements Subjected to Different Load Histories||Authors:||Docevska Marija
|Keywords:||step-by-step, load history, long-term deflections, moment-curvature relations||Issue Date:||Oct-2017||Publisher:||Macedonian Association of Structural Engineers, Faculty of Civil Engineering Skopje||Source:||Marija Docevska, Goran Markovski , Toni Arangjelovski, Darko Nakov and Peter Mark, “Numerical procedure for long-term deflection prediction of RC elements subjected to different load histories”, MASE 17th International Symposium, Ohrid, 4th – 7th October 2017, ISBN 978-608-4510-32-1.||Conference:||17-th International Symposium of Macedonian Association of Structural Engineers||Abstract:||The influence of expected but idealized load histories typical for structural service conditions during life-time was studied with a special emphasis on long-term serviceability of RC structures. For that purpose, a numerical step-by-step cross-sectional procedure based on the Age-Adjusted Effective Modulus Method (AAEMM) has been developed and successfully verified through existing experimental results applying it on simply supported RC beams and one-way slabs. First results confirmed that individual load histories and precisely tracking the stiffness reduction with time, are significant to realistically reflect the long-term behaviour of RC elements.||URI:||http://hdl.handle.net/20.500.12188/7141|
|Appears in Collections:||Faculty of Civil Engineering: Conference papers|
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