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http://hdl.handle.net/20.500.12188/1487| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Docevska, M., Markovski, G., Arangjelovski, T., Nakov, D., Mark, P. | en_US |
| dc.date.accessioned | 2019-02-28T10:53:15Z | - |
| dc.date.available | 2019-02-28T10:53:15Z | - |
| dc.date.issued | 2017-10 | - |
| dc.identifier.uri | http://hdl.handle.net/20.500.12188/1487 | - |
| dc.description.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 behavior of RC elements. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, ul. Partizanski odredi br. 24 P.Box. 560, 1000 Skopje, Republic of Macedonia | en_US |
| dc.subject | step-by-step, load history, long-term deflections, moment-curvature relations | en_US |
| dc.title | Numerical procedure for long-term deflection prediction of RC elements subjected to different load histories | en_US |
| dc.type | Proceedings | en_US |
| dc.relation.conference | 17th International Symposium of MASE | en_US |
| item.fulltext | No Fulltext | - |
| item.grantfulltext | none | - |
| Appears in Collections: | Faculty of Civil Engineering: Conference papers | |
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