Geotechnical design practices and soil–structure interaction effects of an integral bridge system: A review
Integral bridges are a class of bridges with integral or semi-integral abutments, designed
without expansion joints in the bridge deck of the superstructure. The significance of an …
without expansion joints in the bridge deck of the superstructure. The significance of an …
Assessment of bridge natural frequency as an indicator of scour using centrifuge modelling
KD Kariyawasam, CR Middleton, G Madabhushi… - Journal of Civil …, 2020 - Springer
One of the most prevalent causes of bridge failure around the world is “scour”—the gradual
erosion of soil around a bridge foundation due to fast-flowing water. A reliable technique for …
erosion of soil around a bridge foundation due to fast-flowing water. A reliable technique for …
[图书][B] Design of steel-concrete composite bridges to Eurocodes
I Vayas, A Iliopoulos - 2013 - books.google.com
Combining a theoretical background with engineering practice, Design of Steel-Concrete
Composite Bridges to Eurocodes covers the conceptual and detailed design of composite …
Composite Bridges to Eurocodes covers the conceptual and detailed design of composite …
[图书][B] Vehicle-bridge dynamic interaction using finite element modelling
A González - 2010 - researchrepository.ucd.ie
First investigations on the dynamic response of bridges due to moving loads were motivated
by the collapse of the Chester railway bridge in the UK in the middle of the 19th century. This …
by the collapse of the Chester railway bridge in the UK in the middle of the 19th century. This …
Dynamic increment for shear force due to heavy vehicles crossing a highway bridge
Most of the current research on dynamic amplification factors caused by traffic flow on a
bridge has focused on bending moment effects. Although bending stresses often govern the …
bridge has focused on bending moment effects. Although bending stresses often govern the …
Adaptation of Cross Entropy optimisation to a dynamic Bridge WIM calibration problem
J Dowling, EJ OBrien, A González - Engineering Structures, 2012 - Elsevier
Moving Force Identification (MFI) theory can be used to create an algorithm for a Bridge
Weigh-in-Motion (WIM) system that can produce complete force histories of the loads that …
Weigh-in-Motion (WIM) system that can produce complete force histories of the loads that …
Analytical fragility curves for a class of horizontally curved box-girder bridges
Analytical fragility curves were developed for curved single-frame concrete box-girder
bridges with seat-type abutments. The bridges incorporated the current seismic design …
bridges with seat-type abutments. The bridges incorporated the current seismic design …
Review of HL-93 bridge traffic load model using an extensive WIM database
HL-93, the current bridge traffic load model used in the United States is examined here.
Weigh-in-motion (WIM) data from 17 sites in 16 states containing 74 million truck records are …
Weigh-in-motion (WIM) data from 17 sites in 16 states containing 74 million truck records are …
Optimization of Multiple Tuned Mass Dampers for Road Bridges Taking into Account Bridge‐Vehicle Interaction, Random Pavement Roughness, and Uncertainties
LF Fadel Miguel, G Piva dos Santos - Shock and Vibration, 2021 - Wiley Online Library
Road bridge designs are based on technical standards, which, to date, consider dynamic
loading as equivalent static loads. Additionally, the few engineers who perform a dynamic …
loading as equivalent static loads. Additionally, the few engineers who perform a dynamic …
Identification of unknown spatial load distributions in a vibrating Euler–Bernoulli beam from limited measured data
A Hasanov, A Kawano - Inverse Problems, 2016 - iopscience.iop.org
Two types of inverse source problems of identifying asynchronously distributed spatial loads
governed by the Euler–Bernoulli beam equation $\rho (x){w} _ {{tt}}+\mu (x){w} …
governed by the Euler–Bernoulli beam equation $\rho (x){w} _ {{tt}}+\mu (x){w} …