Quality Control Plans for Girder and Frame Bridges
Само за регистроване кориснике
2017
Конференцијски прилог (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
Infrastructure Managers works every day according to some kind of Quality Control Plan (QCP) in order to ensure a desired quality with minimum traffic interruption balancing cost, risks (implicit or explicit) and performance. These QCPs varies significantly among European countries, which urges the establishment of a common European guideline. COST TU1406 Working Group 3 has the aim of providing a detailed explanation of the steps towards the establishment of a QCP. The approach is generic and evaluates performance values with due attention to: 1) Structure and its constitutive element incl. background material such as birth certificates, 2) Time-dependent Performance Indicators (PI) from observations (e.g. spalling) with due reference to the underlying deterioration processes (e.g. alkali-silica reaction) and 3) Related Key Performance Indicators (KPI) based on the Dutch risk-driven maintenance concept RAMSSHE€P, ref. [1]. This paper outline QCP's for concrete girder and frame bridges....
Кључне речи:
Quality control plans / performance indicators / deterioration processes / demand processes / inspection / maintenanceИзвор:
IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report, 2017, 109, 2659-.2666Финансирање / пројекти:
- COST TU 1406
Институција/група
GraFarTY - CONF AU - Linneberg, Poul AU - Mašović, Snežana AU - Hajdin, Rade PY - 2017 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2225 AB - Infrastructure Managers works every day according to some kind of Quality Control Plan (QCP) in order to ensure a desired quality with minimum traffic interruption balancing cost, risks (implicit or explicit) and performance. These QCPs varies significantly among European countries, which urges the establishment of a common European guideline. COST TU1406 Working Group 3 has the aim of providing a detailed explanation of the steps towards the establishment of a QCP. The approach is generic and evaluates performance values with due attention to: 1) Structure and its constitutive element incl. background material such as birth certificates, 2) Time-dependent Performance Indicators (PI) from observations (e.g. spalling) with due reference to the underlying deterioration processes (e.g. alkali-silica reaction) and 3) Related Key Performance Indicators (KPI) based on the Dutch risk-driven maintenance concept RAMSSHE€P, ref. [1]. This paper outline QCP's for concrete girder and frame bridges. C3 - IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report T1 - Quality Control Plans for Girder and Frame Bridges EP - .2666 SP - 2659 VL - 109 UR - https://hdl.handle.net/21.15107/rcub_grafar_2225 ER -
@conference{ author = "Linneberg, Poul and Mašović, Snežana and Hajdin, Rade", year = "2017", abstract = "Infrastructure Managers works every day according to some kind of Quality Control Plan (QCP) in order to ensure a desired quality with minimum traffic interruption balancing cost, risks (implicit or explicit) and performance. These QCPs varies significantly among European countries, which urges the establishment of a common European guideline. COST TU1406 Working Group 3 has the aim of providing a detailed explanation of the steps towards the establishment of a QCP. The approach is generic and evaluates performance values with due attention to: 1) Structure and its constitutive element incl. background material such as birth certificates, 2) Time-dependent Performance Indicators (PI) from observations (e.g. spalling) with due reference to the underlying deterioration processes (e.g. alkali-silica reaction) and 3) Related Key Performance Indicators (KPI) based on the Dutch risk-driven maintenance concept RAMSSHE€P, ref. [1]. This paper outline QCP's for concrete girder and frame bridges.", journal = "IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report", title = "Quality Control Plans for Girder and Frame Bridges", pages = ".2666-2659", volume = "109", url = "https://hdl.handle.net/21.15107/rcub_grafar_2225" }
Linneberg, P., Mašović, S.,& Hajdin, R.. (2017). Quality Control Plans for Girder and Frame Bridges. in IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report, 109, 2659-.2666. https://hdl.handle.net/21.15107/rcub_grafar_2225
Linneberg P, Mašović S, Hajdin R. Quality Control Plans for Girder and Frame Bridges. in IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report. 2017;109:2659-.2666. https://hdl.handle.net/21.15107/rcub_grafar_2225 .
Linneberg, Poul, Mašović, Snežana, Hajdin, Rade, "Quality Control Plans for Girder and Frame Bridges" in IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report, 109 (2017):2659-.2666, https://hdl.handle.net/21.15107/rcub_grafar_2225 .