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Published in 2017 at "Bulletin of Earthquake Engineering"
DOI: 10.1007/s10518-017-0116-8
Abstract: Abstract This paper quantifies the impact of the non-stationary content (time-varying parameters that are not captured by power spectral content alone) of different ground-motion types (near/far field, with/without pulses time-series) on the nonlinear dynamic response…
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Keywords:
ground;
response;
field;
ground motions ... See more keywords
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Published in 2025 at "Bulletin of Earthquake Engineering"
DOI: 10.1007/s10518-025-02131-y
Abstract: Insufficient detail in the numerical modelling of reinforced concrete (RC) bridge piers can lead to oversimplification between simulated and real column behaviour under seismic loading. This paper describes the development and validation of an advanced…
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Keywords:
bridge;
natural frequency;
column;
model ... See more keywords
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Published in 2017 at "Environmental Fluid Mechanics"
DOI: 10.1007/s10652-017-9529-9
Abstract: Scour is defined as the processes of removal of sediment particles from water stream bed by the erosive action of activated water, and also carries sediment away from the hydraulic structures. Scour is the main…
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Keywords:
scour depth;
depth;
temporal scour;
bridge piers ... See more keywords
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Published in 2019 at "Journal of Hydrodynamics"
DOI: 10.1007/s42241-019-0017-1
Abstract: The presence of bridge piers in natural rivers significantly changes the flow and boundary conditions. As a consequence, ice jams can often be initiated in front of bridge piers. With the changes in flow conditions,…
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Keywords:
ice jam;
ice;
bridge piers;
blockage ... See more keywords
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Published in 2017 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2017.01.071
Abstract: Abstract This paper investigates the response of bridges founded on single, cast-in-drilled-hole (CIDH) piles under combined translational and rotational excitation. The input motion stems from kinematic interaction - a result of the relative flexibility between…
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Keywords:
rotational excitation;
seismic excitation;
excitation;
bridge piers ... See more keywords
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Published in 2020 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2020.111100
Abstract: Abstract This study explores the effects of key design parameters on the performance of seismically deficient rectangular cross-section reinforced concrete (RC) bridge piers strengthened with steel-reinforced polymer (SRP) composites. Nonlinear response of bridge piers was…
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Keywords:
steel reinforced;
design;
performance;
bridge piers ... See more keywords
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Published in 2017 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2017.08.019
Abstract: Abstract Coastal bridge piers exposed to marine environments always suffer from non-uniform corrosion along the elevation. Severe degradation in the splash and tidal zone would significantly affect the seismic performance of the structure with a…
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Keywords:
hinge;
coastal bridge;
corrosion;
bridge piers ... See more keywords
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Published in 2020 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2019.105955
Abstract: Abstract Safety of a foundation under seismic loading is strongly dependent on the inertial forces transmitted by the superstructure, exchanged with the surrounding soil and acting into the foundation itself. The latter contribution, typically neglected…
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Keywords:
equivalent seismic;
foundation;
caisson foundations;
supporting bridge ... See more keywords
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2
Published in 2021 at "Journal of Structural Engineering"
DOI: 10.1061/(asce)st.1943-541x.0003206
Abstract: AbstractReinforced concrete (RC) bridge piers of highway viaducts are exposed to the vehicular impact hazard with impact location usually close to the ground (i.e., bottom of the pier), thus result...
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Keywords:
ground;
static shear;
performance residual;
bridge ... See more keywords
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Published in 2025 at "Physics of Fluids"
DOI: 10.1063/5.0283908
Abstract: This study presents a novel framework for optimizing the three-dimensional hydrodynamic shape of bottom-fixed sea-crossing bridge piers to minimize wave-induced force. The proposed method integrates a Non-Uniform Rational B-Splines-based parametric modeling approach for representing the…
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Keywords:
shape;
crossing bridge;
three dimensional;
bridge piers ... See more keywords
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1
Published in 2017 at "ISH Journal of Hydraulic Engineering"
DOI: 10.1080/09715010.2016.1242095
Abstract: Abstract Estimation of scour in bridge piers is necessary for economic and safe design of bridges. Although a large number of mathematical models are available, scour estimation in Indian bridges is done by empirical equation…
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Keywords:
soil;
coarse soil;
scour bridge;
bridge piers ... See more keywords