000			a
999			_c15082 _d15082
003			OSt
005			20210802124023.0
008			210802b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_914109 _aSharvil Alex, Faroz
245			_aProactive time to first repair for coastal RC bridge with prescriptive durability provisions
250			_aVol.95(3), March
260			_aThane _bACC LTD _c2021
300			_a58-64p.
520			_aPrescriptive durability provisions have been used worldwide for designing concrete structures. Such structures are found to have deteriorated prematurely (unpredicted and suddenly), requiring expensive repairs. In this paper a probabilistic life-cycle deterioration analysis is performed for an upcoming coastal reinforced concrete bridge in India to proactively estimate the time of its first repair. This information is of utmost importance, particularly to support bridge managers defining the budget allocations for maintenance scenarios. This analysis also highlights the inadequacy of the current prescriptive provisions and the importance of adopting the probabilistic durability design for new infrastructures in the future.
650		0	_94621 _aCivil Engineering
700			_914110 _a Coelho, Mário
773	0		_tIndian Concrete Journal _dThane ACC Limited
856			_uhttps://www.icjonline.com/editionabstract_detail/032021 _yClick here
942			_2ddc _cAR