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Description
| - This paper describes the application of the Simulation Based Reliability Assessment method (SBRA) to serviceability assessment of tall buildings. The serviceability criterion, which is represented by horizontal acceleration, is derived. As a part of the reliability assessment, it is compared with the reliability function which is represented with human perception threshold of horizontal acceleration. By analyzing the resulting reliability function using simulation technique, the probability of failure can be obtained. Additionally, sensitivity analysis is performed to identify critical stochastic input variables, also together with parametric study to observe change of resulting probability of failure for different height of building.
- This paper describes the application of the Simulation Based Reliability Assessment method (SBRA) to serviceability assessment of tall buildings. The serviceability criterion, which is represented by horizontal acceleration, is derived. As a part of the reliability assessment, it is compared with the reliability function which is represented with human perception threshold of horizontal acceleration. By analyzing the resulting reliability function using simulation technique, the probability of failure can be obtained. Additionally, sensitivity analysis is performed to identify critical stochastic input variables, also together with parametric study to observe change of resulting probability of failure for different height of building. (en)
- This paper describes the application of the Simulation Based Reliability Assessment method (SBRA) to serviceability assessment of tall buildings. The serviceability criterion, which is represented by horizontal acceleration, is derived. As a part of the reliability assessment, it is compared with the reliability function which is represented with human perception threshold of horizontal acceleration. By analyzing the resulting reliability function using simulation technique, the probability of failure can be obtained. Additionally, sensitivity analysis is performed to identify critical stochastic input variables, also together with parametric study to observe change of resulting probability of failure for different height of building. (cs)
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Title
| - Využití metody SBRA při posuzování dynamické odezvy vysokých budov zatížených větrem z hlediska použitelnosti
- Využití metody SBRA při posuzování dynamické odezvy vysokých budov zatížených větrem z hlediska použitelnosti (cs)
- Application of the SBRA method to serviceability assessment of dynamic response of wind loaded tall buildings (en)
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skos:prefLabel
| - Využití metody SBRA při posuzování dynamické odezvy vysokých budov zatížených větrem z hlediska použitelnosti
- Využití metody SBRA při posuzování dynamické odezvy vysokých budov zatížených větrem z hlediska použitelnosti (cs)
- Application of the SBRA method to serviceability assessment of dynamic response of wind loaded tall buildings (en)
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skos:notation
| - RIV/61989100:27120/08:00018742!RIV09-MSM-27120___
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
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http://linked.open...iv/cisloPeriodika
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http://linked.open...vai/riv/dodaniDat
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http://linked.open...aciTvurceVysledku
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http://linked.open.../riv/druhVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...titaPredkladatele
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http://linked.open...dnocenehoVysledku
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http://linked.open...ai/riv/idVysledku
| - RIV/61989100:27120/08:00018742
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - serviceability; tall buildings; wind loading; SBRA; Monte Carlo (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...odStatuVydavatele
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http://linked.open...ontrolniKodProRIV
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http://linked.open...i/riv/nazevZdroje
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http://linked.open...in/vavai/riv/obor
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http://linked.open...ichTvurcuVysledku
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http://linked.open...cetTvurcuVysledku
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http://linked.open...vavai/riv/projekt
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http://linked.open...UplatneniVysledku
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http://linked.open...v/svazekPeriodika
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http://linked.open...iv/tvurceVysledku
| - Marek, Pavel
- Valihrach, Jakub
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issn
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number of pages
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http://localhost/t...ganizacniJednotka
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