Attributes | Values |
---|
rdf:type
| |
Description
| - The design value of structural resistance can be determined directly from the mean or the characteristic value of the resistance using appropriate partial factors, called here global resistance factors. The mean resistance is required in non-linear or dynamic analysis, the characteristic value in the verification of serviceability limit states. The concept of global resistance factors may enable non-linear structural analysis and significantly simplify the reliability verification of reinforced concrete structures. The submitted proposal for the specification of global resistance factors is based on probabilistic analyses of selected reinforced concrete members (slab, beam and column). It appears that the global resistance factors are dependent on the type of concrete members and on their reinforcement ratio. An example of reinforced concrete slab illustrates general procedures.
- The design value of structural resistance can be determined directly from the mean or the characteristic value of the resistance using appropriate partial factors, called here global resistance factors. The mean resistance is required in non-linear or dynamic analysis, the characteristic value in the verification of serviceability limit states. The concept of global resistance factors may enable non-linear structural analysis and significantly simplify the reliability verification of reinforced concrete structures. The submitted proposal for the specification of global resistance factors is based on probabilistic analyses of selected reinforced concrete members (slab, beam and column). It appears that the global resistance factors are dependent on the type of concrete members and on their reinforcement ratio. An example of reinforced concrete slab illustrates general procedures. (en)
|
Title
| - Probabilistic Approach to the Global Resistance Factors for Reinforced Concrete Members
- Probabilistic Approach to the Global Resistance Factors for Reinforced Concrete Members (en)
|
skos:prefLabel
| - Probabilistic Approach to the Global Resistance Factors for Reinforced Concrete Members
- Probabilistic Approach to the Global Resistance Factors for Reinforced Concrete Members (en)
|
skos:notation
| - RIV/68407700:21610/13:00206279!RIV14-MSM-21610___
|
http://linked.open...avai/riv/aktivita
| |
http://linked.open...avai/riv/aktivity
| - P(LG11043), P(TA01031314), P(VG20122015089)
|
http://linked.open...vai/riv/dodaniDat
| |
http://linked.open...aciTvurceVysledku
| |
http://linked.open.../riv/druhVysledku
| |
http://linked.open...iv/duvernostUdaju
| |
http://linked.open...titaPredkladatele
| |
http://linked.open...dnocenehoVysledku
| |
http://linked.open...ai/riv/idVysledku
| - RIV/68407700:21610/13:00206279
|
http://linked.open...riv/jazykVysledku
| |
http://linked.open.../riv/klicovaSlova
| - design value; non-linear analysis; resistance; reinforced concrete (en)
|
http://linked.open.../riv/klicoveSlovo
| |
http://linked.open...ontrolniKodProRIV
| |
http://linked.open...v/mistoKonaniAkce
| |
http://linked.open...i/riv/mistoVydani
| |
http://linked.open...i/riv/nazevZdroje
| - fib Symposium TEL-AVIV 2013 Engineering a Concrete Future: Technology, Modeling & Construction - Proceedings
|
http://linked.open...in/vavai/riv/obor
| |
http://linked.open...ichTvurcuVysledku
| |
http://linked.open...cetTvurcuVysledku
| |
http://linked.open...vavai/riv/projekt
| |
http://linked.open...UplatneniVysledku
| |
http://linked.open...iv/tvurceVysledku
| - Holický, Milan
- Sýkora, Miroslav
|
http://linked.open...vavai/riv/typAkce
| |
http://linked.open.../riv/zahajeniAkce
| |
number of pages
| |
http://purl.org/ne...btex#hasPublisher
| - IACIE Israeli Association of Construction & Infrastructure Engineers
|
https://schema.org/isbn
| |
http://localhost/t...ganizacniJednotka
| |