Reliability of steel flexural members according to EC in serviceability limit state
(2009) Nordic Steel Construction Conference p.446-453- Abstract
- To achieve a relatively consistent probability of failure for structural elements, most design codes apply reliability based code calibration process. Such approaches commonly focus on the ultimate strength of the structural members, which is related to the ultimate limit state (ULS). In the design of steel beams the performance of the structural elements is often limited by the serviceability requirements, which are related to the serviceability limit state (SLS) using different load combinations than those applied in the ultimate limit state. The current study aims to investigate the reliability for serviceability design for flexural steel members according to the specifications of the Eurocode. Second-order reliability method (SORM) is... (More)
- To achieve a relatively consistent probability of failure for structural elements, most design codes apply reliability based code calibration process. Such approaches commonly focus on the ultimate strength of the structural members, which is related to the ultimate limit state (ULS). In the design of steel beams the performance of the structural elements is often limited by the serviceability requirements, which are related to the serviceability limit state (SLS) using different load combinations than those applied in the ultimate limit state. The current study aims to investigate the reliability for serviceability design for flexural steel members according to the specifications of the Eurocode. Second-order reliability method (SORM) is applied to determine the reliability index for different load ratios. (Less)
Please use this url to cite or link to this publication:
https://lup.lub.lu.se/record/1709501
- author
- Honfi, Daniel LU and Mårtensson, Annika LU
- organization
- publishing date
- 2009
- type
- Chapter in Book/Report/Conference proceeding
- publication status
- published
- subject
- keywords
- KstrReliability, serviceability, Eurocode
- host publication
- Proceedings of 11th Nordic Steel Construction Conference
- pages
- 446 - 453
- conference name
- Nordic Steel Construction Conference
- conference location
- Malmö, Sweden
- conference dates
- 2009-09-02 - 2009-09-04
- ISBN
- 91-7127-058-2
- language
- English
- LU publication?
- yes
- id
- f10eade0-d2c6-4abe-a281-dd62bfd04267 (old id 1709501)
- alternative location
- http://www.nordicsteel2009.se/pdf/171.pdf
- date added to LUP
- 2016-04-04 14:26:30
- date last changed
- 2018-11-21 21:20:20
@inproceedings{f10eade0-d2c6-4abe-a281-dd62bfd04267, abstract = {{To achieve a relatively consistent probability of failure for structural elements, most design codes apply reliability based code calibration process. Such approaches commonly focus on the ultimate strength of the structural members, which is related to the ultimate limit state (ULS). In the design of steel beams the performance of the structural elements is often limited by the serviceability requirements, which are related to the serviceability limit state (SLS) using different load combinations than those applied in the ultimate limit state. The current study aims to investigate the reliability for serviceability design for flexural steel members according to the specifications of the Eurocode. Second-order reliability method (SORM) is applied to determine the reliability index for different load ratios.}}, author = {{Honfi, Daniel and Mårtensson, Annika}}, booktitle = {{Proceedings of 11th Nordic Steel Construction Conference}}, isbn = {{91-7127-058-2}}, keywords = {{KstrReliability; serviceability; Eurocode}}, language = {{eng}}, pages = {{446--453}}, title = {{Reliability of steel flexural members according to EC in serviceability limit state}}, url = {{http://www.nordicsteel2009.se/pdf/171.pdf}}, year = {{2009}}, }