Please use this identifier to cite or link to this item:
http://hdl.handle.net/20.500.12188/7141| Title: | Numerical Procedure for Long Term Deflection Prediction of Reinforced Concrete Elements Subjected to Different Load Histories | Authors: | Docevska Marija Markovski Goran Arangjelovski Toni Nakov Darko Mark Peter |
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 |
Show full item record
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.