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第九届桥梁维修安全管理国际会议（Ninth International Conference on Bridge Maintenance, Safety and Management）
第九届 桥梁维修 安全管理 国际会议
2018/1/19
IABMAS Australia is honoured and excited to invite you to the 9th International Conference on Bridge Maintenance, Safety and Management (IABMAS 2018) to be held in Melbourne, Australia. The conference...
IBMS 2018; the 2nd Biennial Conference is being hosted by Asset Management Technologies (AMT), the research wing of IDDC Engineers Pvt. Ltd. We shall be privileged to have your august presence at the ...
Flexure-Compression Testing of Bridge Timber Piles Retrofitted with Fiber Reinforced Polymers
Bridges Timber Piles Eccentric Loading Fiber-Reinforced Polymer (FRP)
2013/1/31
The adequacy of using Fiber Reinforced Polymer (FRP) retrofit technique to restore the flexure-compression behavior of deteriorated bridge timber piles is examined experimentally in this paper. Sixtee...
Uncertainty of Local Scouring Parameters Around Bridge Piers
local scour bridge pier reliability uncertainty
2009/10/13
Reliability-based assessment of local scouring mechanism around bridge piers provides information for decision-making regarding the pier footing design. Parameter uncertainties that may arise from var...
Generalized Reliability Model for Local Scour around Bridge Piers of Various Shapes
Reliability bridge pier scour pier shape resistance loading safety factor return period
2009/10/13
Excessive local scour around piers and abutments is known as a major cause of bridge failure induced by hydraulic de ciencies. Complexity of the scouring phenomenon and high degrees of uncertainties i...
Dynamic Reliability in Bridge Pier Scouring
Dynamic reliability Bridge pier Scour Return period Service life Safety factor
2009/10/12
Many bridges crossing wide rivers fail due to excessive local scour around piers and abutments during heavy floods. Because of the random nature and complexity of the overall scouring phenomenon throu...
A Reliability Model for Bridge Abutment Scour
Reliability Bridge Abutment Scour Resistance Loading Safety factor Return period
2009/10/12
Deterministic scour prediction equations for bridge abutments consider only the e ects of hydraulic parameters and do not take the uncertainties of scouring parameters into account. Treatment of these...
Surface Characteristics of Scouring at Bridge Elements
Bridge Abutment Pier Scour Clear water Countermeasure
2009/10/9
Infrastructural elements of bridges mounted in alluvial stream beds are susceptible to scouring. Decisionmaking for the type and placement practice of relevant countermeasures to be implemented agains...
Water Accumulation and Behavior of Surfactant Associated with Moisture Permeation in Bituminous Pavement on Concrete Deck Bridge
Bituminous mixture Concrete slab Surfactant Moisture permeation Mass transfer
2009/7/27
Water-related damage is one of the major problems for the durability of the bituminous pavement and concrete slabs of concrete deck bridges. In particular, damage can be drastically accelerated by th...
The use of helical spring and fluid damper isolation systems for bridge structures subjected to vertical ground acceleration
Seismic isolated structures dynamic analysis vertical motion helical spring
2009/2/20
In this study a combination of helical springs and fluid dampers are proposed as isolation and energy dissipation devices for bridges subjected to earthquake loads. Vertical helical springs are placed...
Computer-aided limit states analysis of bridge abutments
Bridge abutment foundation limit-state-design soil-structure-interaction
2009/2/20
This paper presents a computer program developed for limit states analysis of abutments. The program can perform both structural and geotechnical analysis of bridge abutments and check their resistanc...
Common pathologies in RC bridge structures: a statistical analysis
Common pathologies RC bridge structures
2009/2/17
One of the main tasks in bridge engineering is to maintain the existing bridge stock according to current and predicted traffic and safety requirements. Bridges deterioration commonly occurs due to a ...
Research on seismic safety, retrofit, and design of a steel cable-stayed bridge
retrofit design steel cable-stayed bridge
2009/1/15
After the 1995 Great Hanshin Earthquake, Japanese design specification of highway bridges was revised and many piers and bearing supports have been retrofitted. Large span bridges such as arch, truss,...
Research on Moving Force Estimation of the Bridge Structure using the Adaptive Input Estimation Method
Bridge Structure Adaptive Input Estimation Method
2009/1/14
An on-line adaptive input estimation method that estimates the moving force inputs of the bridge structure is presented in this research. By using the inverse method, input forces acting on bridge str...
MECHANISM OF DAMAGE TO SHIWEI BRIDGE CAUSED BY 1999 CHI-CHI EARTHQUAKE
Chi-Chi Earthquake failure of structure concrete pier earthquake damage
2009/1/6
The Shiwei Bridge in Taiwan was extensively investigated in order to determine the reasons for its failure during the 1999 Chi-Chi Earthquake. Our field investigation revealed no evidence of horizont...