Zobrazeno 1 - 10
of 44
pro vyhledávání: '"Hassan Baji"'
Publikováno v:
Process Safety and Environmental Protection. 157:306-319
Many pipeline networks around the world do not have a failure history. Because of financial reasons or lack of technology, this is a common issue for asset managers in developing and under-developed countries. In the case of data scarcity, it is not
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04b58939e54c5a627f6b1c90f4bd6f42
https://doi.org/10.1016/j.psep.2021.11.024
https://doi.org/10.1016/j.psep.2021.11.024
Publikováno v:
Structural Concrete. 21:1408-1424
The time to cover cracking is widely used as a service life indicator in the assessment of deterioration of corrosion-affected reinforced concrete structures. This paper presents a general probabilistic procedure for prediction of time to cover crack
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::52210a57e08d63490b99e64b44f5d126
https://doi.org/10.1002/suco.201900341
https://doi.org/10.1002/suco.201900341
Publikováno v:
Journal of Infrastructure Systems. 27
This paper proposes a novel system reliability analysis method as an alternative to matrix-based system reliability (MSR). Traditional MSR requires the fitting of a Dunnett-Sobel (DS) class...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4de8f6209af6a12e8e70ef776fa6acff
https://doi.org/10.1061/(asce)is.1943-555x.0000624
https://doi.org/10.1061/(asce)is.1943-555x.0000624
Publikováno v:
Structural Concrete. 21:1093-1105
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f73cd364824221d73533c4d2a6a406b9
https://doi.org/10.1002/suco.201900273
https://doi.org/10.1002/suco.201900273
Publikováno v:
Construction and Building Materials. 225:555-568
This paper presents analytical models for evaluating effective hydraulic conductivity, diffusivity and sorptivity of concrete considering the properties of the Interfacial Transition Zone (ITZ) and the aggregate size distribution. Results of the prop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eff7e61747a7e13eccf13a334779538c
https://doi.org/10.1016/j.conbuildmat.2019.07.166
https://doi.org/10.1016/j.conbuildmat.2019.07.166
Publikováno v:
International Journal of Civil Engineering. 18:261-278
This paper presents a theoretical framework for developing a risk–cost optimised maintenance strategy for structures during their whole service life. A time-dependent reliability method is employed to determine the probability of structural failure
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::439e3387201bd09e7a5794ce591a0835
https://doi.org/10.1007/s40999-019-00470-x
https://doi.org/10.1007/s40999-019-00470-x
Publikováno v:
Cement and Concrete Research. 119:1-10
Porous band at the steel-concrete interface in reinforced concrete can significantly affect the corrosion-induced cracking process of concrete. The quantification of this porous band is of great significance for accurate prediction of service life of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::727c8448dc5aedf0668503648306c75c
https://doi.org/10.1016/j.cemconres.2019.01.005
https://doi.org/10.1016/j.cemconres.2019.01.005
Publikováno v:
ACI Materials Journal. 118
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7409ddba750be460b8151755b563f80f
https://doi.org/10.14359/51726996
https://doi.org/10.14359/51726996
Autor:
Hamid R Ronagh, Hassan Baji
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811551437
This paper presents a methodology in which both the temporal and spatial variation of water seepage in tunnel lining can be considered. Temporal variation is modelled using the Gamma process, while copulas are used to model spatial correlation in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a76490680390dbcdf2bdc19f613e3591
https://doi.org/10.1007/978-981-15-5144-4_114
https://doi.org/10.1007/978-981-15-5144-4_114
Publikováno v:
Structure and Infrastructure Engineering. 14:1586-1597
Deterioration of reinforced concrete (RC) structures is unavoidable after their long time in service, with corrosion being the major mechanism of deterioration. In order to ensure safety of deteriorated structures, an effective rehabilitation plan is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5edcd35d0516cc3a707df073a1b6929
https://doi.org/10.1080/15732479.2018.1476560
https://doi.org/10.1080/15732479.2018.1476560