Effects of Maintaining a Building Constructed in the IMS System (Žeželj) with an Approximate Analysis of Hydrodynamical Shock and the Analogy with Lateral Soil Expansion with Cavern Effects During Liquefaction
Конференцијски прилог (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
The paper indicates the problems of maintaining buildings constructed in the IMS system, founded on piles with a basement floor. Also presented are the problems with the installations of buildings with a roof terrace, such as downpipe verticals that are extending through the building, or installations of water supply and sewerage that run through the technical floor at ground level. An approximate analysis of the hydrodynamic impact is presented. The analogy of the effects of caverns in sandy soil with lateral soil expansion during liquefaction was also used. Given the change in climatic conditions, it is necessary in some cases to analyze the influence of atmospheric conditions in the soil-structure interaction. The advantage of buildings built in the frame IMS system (Žeželj) in seismically active areas was also indicated. These buildings are also more resistant to problems that may arise later in construction of deep foundations.
Кључне речи:
Prestressed and Reinforced Concrete Framed Structures IMS / Seismic Strengthening System / Soil Pile Structure Interaction / Earthquake Resistant StructuresИзвор:
Assessment of the Condition, Maintenance and Rehabilitation of Buildings and Settlements, 12th International Conference, Vrnjacka Banja, Serbia, Proceedings, 2022Институција/група
Institut za ispitivanje materijalaTY - CONF AU - Folić, Boris AU - Liolios, Ast AU - Ćosić, Mladen AU - Folić, Radomir PY - 2022 UR - http://rims.institutims.rs/handle/123456789/609 AB - The paper indicates the problems of maintaining buildings constructed in the IMS system, founded on piles with a basement floor. Also presented are the problems with the installations of buildings with a roof terrace, such as downpipe verticals that are extending through the building, or installations of water supply and sewerage that run through the technical floor at ground level. An approximate analysis of the hydrodynamic impact is presented. The analogy of the effects of caverns in sandy soil with lateral soil expansion during liquefaction was also used. Given the change in climatic conditions, it is necessary in some cases to analyze the influence of atmospheric conditions in the soil-structure interaction. The advantage of buildings built in the frame IMS system (Žeželj) in seismically active areas was also indicated. These buildings are also more resistant to problems that may arise later in construction of deep foundations. C3 - Assessment of the Condition, Maintenance and Rehabilitation of Buildings and Settlements, 12th International Conference, Vrnjacka Banja, Serbia, Proceedings T1 - Effects of Maintaining a Building Constructed in the IMS System (Žeželj) with an Approximate Analysis of Hydrodynamical Shock and the Analogy with Lateral Soil Expansion with Cavern Effects During Liquefaction UR - https://hdl.handle.net/21.15107/rcub_rims_609 ER -
@conference{ author = "Folić, Boris and Liolios, Ast and Ćosić, Mladen and Folić, Radomir", year = "2022", abstract = "The paper indicates the problems of maintaining buildings constructed in the IMS system, founded on piles with a basement floor. Also presented are the problems with the installations of buildings with a roof terrace, such as downpipe verticals that are extending through the building, or installations of water supply and sewerage that run through the technical floor at ground level. An approximate analysis of the hydrodynamic impact is presented. The analogy of the effects of caverns in sandy soil with lateral soil expansion during liquefaction was also used. Given the change in climatic conditions, it is necessary in some cases to analyze the influence of atmospheric conditions in the soil-structure interaction. The advantage of buildings built in the frame IMS system (Žeželj) in seismically active areas was also indicated. These buildings are also more resistant to problems that may arise later in construction of deep foundations.", journal = "Assessment of the Condition, Maintenance and Rehabilitation of Buildings and Settlements, 12th International Conference, Vrnjacka Banja, Serbia, Proceedings", title = "Effects of Maintaining a Building Constructed in the IMS System (Žeželj) with an Approximate Analysis of Hydrodynamical Shock and the Analogy with Lateral Soil Expansion with Cavern Effects During Liquefaction", url = "https://hdl.handle.net/21.15107/rcub_rims_609" }
Folić, B., Liolios, A., Ćosić, M.,& Folić, R.. (2022). Effects of Maintaining a Building Constructed in the IMS System (Žeželj) with an Approximate Analysis of Hydrodynamical Shock and the Analogy with Lateral Soil Expansion with Cavern Effects During Liquefaction. in Assessment of the Condition, Maintenance and Rehabilitation of Buildings and Settlements, 12th International Conference, Vrnjacka Banja, Serbia, Proceedings. https://hdl.handle.net/21.15107/rcub_rims_609
Folić B, Liolios A, Ćosić M, Folić R. Effects of Maintaining a Building Constructed in the IMS System (Žeželj) with an Approximate Analysis of Hydrodynamical Shock and the Analogy with Lateral Soil Expansion with Cavern Effects During Liquefaction. in Assessment of the Condition, Maintenance and Rehabilitation of Buildings and Settlements, 12th International Conference, Vrnjacka Banja, Serbia, Proceedings. 2022;. https://hdl.handle.net/21.15107/rcub_rims_609 .
Folić, Boris, Liolios, Ast, Ćosić, Mladen, Folić, Radomir, "Effects of Maintaining a Building Constructed in the IMS System (Žeželj) with an Approximate Analysis of Hydrodynamical Shock and the Analogy with Lateral Soil Expansion with Cavern Effects During Liquefaction" in Assessment of the Condition, Maintenance and Rehabilitation of Buildings and Settlements, 12th International Conference, Vrnjacka Banja, Serbia, Proceedings (2022), https://hdl.handle.net/21.15107/rcub_rims_609 .