Long-Term Monitoring of High-Rise Buildings in Moscow
| Autor: | Kapustian, Natalia, Voznyuk, Alexander, Klimov, Alexey |
|---|---|
| Přispěvatelé: | Schmidt United Institute of Physics of the Earth [Moscow] (IPE), Russian Academy of Sciences [Moscow] (RAS), Lomonosov Moscow State University (MSU), IFFSTTAR, Inria, Université de Nantes, Le Cam, Vincent and Mevel, Laurent and Schoefs, Franck, Jaigu, Anne, Le Cam, Vincent and Mevel, Laurent and Schoefs, Franck |
| Jazyk: | angličtina |
| Rok vydání: | 2014 |
| Předmět: |
Civil engineering SHM applications
Stress & strain [STAT.TH] Statistics [stat]/Statistics Theory [stat.TH] [MATH.MATH-ST]Mathematics [math]/Statistics [math.ST] Structural safety [PHYS.MECA]Physics [physics]/Mechanics [physics] [STAT.TH]Statistics [stat]/Statistics Theory [stat.TH] [PHYS.MECA] Physics [physics]/Mechanics [physics] [SPI.MECA]Engineering Sciences [physics]/Mechanics [physics.med-ph] [SPI.MECA] Engineering Sciences [physics]/Mechanics [physics.med-ph] [MATH.MATH-ST] Mathematics [math]/Statistics [math.ST] |
| Zdroj: | EWSHM-7th European Workshop on Structural Health Monitoring EWSHM-7th European Workshop on Structural Health Monitoring, IFFSTTAR, Inria, Université de Nantes, Jul 2014, Nantes, France |
| Popis: | International audience; A long-term structural health monitoring program started in 2000 with a seismometrical monitoring station installed in 44-storey ÒEdelweissî tower. Since then several high-rise residential buildings in Moscow were equipped with monitoring systems. The research includes both practical and scientific purposes. The practical one is to increase the structural safety by detecting anomalies in structural behaviour. The scientific one is to gain knowledge about the evolution of reinforced concrete structures stress-strain state during the construction and operation of buildings. The large amounts of data have been obtained using various types of equipment (seismometers, pressure cells, extensometers and vibrating wire strain gauges). Based on results it was possible to establish main factors that influence the stress-strain state of structures. The actual data was compared to simulation results and the most appropriate computer models were determined. The redistribution of stresses between parts of a construction turned out to be impossible to reproduce by means of finite element analysis in current software suites was found. Finally, a technique of long-term forecast of the stress-strain state of reinforced concrete structures was developed. |
| Databáze: | OpenAIRE |
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