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Pregled bibliografske jedinice broj: 483687

Reliability of exceptional structures


Lukačević, Ivan; Pišković, Josip; Skejić, Davor
Reliability of exceptional structures // Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas / IABSE-AIPC-IVBH (ur.).
Venecija: ETH Hönggerberg, CH-8093 Zürich, Switzerland, 2010. str. 288-289 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


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Naslov
Reliability of exceptional structures

Autori
Lukačević, Ivan ; Pišković, Josip ; Skejić, Davor

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas / IABSE-AIPC-IVBH - Venecija : ETH Hönggerberg, CH-8093 Zürich, Switzerland, 2010, 288-289

ISBN
978-3-85748-122-2

Skup
34th International Symposium on Bridge and Structural Engineering - IABSE 2010

Mjesto i datum
Venecija, Italija, 22-24.09.2010

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
reliability; exceptional structures; partial factors; reliability class; probabilistic analysis; reliability index

Sažetak
The paper discusses structures for which no long-term experience is noted or that were built only recently. Such structures are called exceptional structures. Many simplifications have been included in the European Standard EN 1990 and the simplified proposals for the design of structures that are classified as reliability class RC3 have been given. Probabilistic analyses that are implemented in this paper check the level of reliability of exceptional structures in case that the proposed simplified corrections of partial factors with the correction factor KFI are used. The results of probabilistic analyses have shown that such an approach does not give an acceptable level of reliability for all load combinations that may be realistically expected. Finally, more complex probabilistic analyses of exceptional structures that include a large number of design situations that would result in calibrated and detailed differentiated values of correction factor KFI are proposed. This way the engineering procedure that is proposed by EN 1990 has preserved its simplicity and ensured the sufficient level of reliability for today already widely represented exceptional structures.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekt / tema
082-0821466-1468 - Pouzdanost konstrukcija iz novih materijala (Boris Androić, )
082-0821466-1469 - Optimalizacija pouzdanosti okvirnih sustava s različitim tipovima spojeva (Darko Dujmović, )

Ustanove
Građevinski fakultet, Zagreb

Profili:

Avatar Url Josip Pišković (autor)

Avatar Url Davor Skejić (autor)

Avatar Url Ivan Lukačević (autor)

Citiraj ovu publikaciju

Lukačević, Ivan; Pišković, Josip; Skejić, Davor
Reliability of exceptional structures // Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas / IABSE-AIPC-IVBH (ur.).
Venecija: ETH Hönggerberg, CH-8093 Zürich, Switzerland, 2010. str. 288-289 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Lukačević, I., Pišković, J. & Skejić, D. (2010) Reliability of exceptional structures. U: IABSE-AIPC-IVBH (ur.)Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas.
@article{article, year = {2010}, pages = {288-289}, keywords = {reliability, exceptional structures, partial factors, reliability class, probabilistic analysis, reliability index}, isbn = {978-3-85748-122-2}, title = {Reliability of exceptional structures}, keyword = {reliability, exceptional structures, partial factors, reliability class, probabilistic analysis, reliability index}, publisher = {ETH H\"{o}nggerberg, CH-8093 Z\"{u}rich, Switzerland}, publisherplace = {Venecija, Italija} }




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