Influence of scour depth and type on p–y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge

G Chortis, A Askarinejad, LJ Prendergast, Q Li… - Ocean …, 2020 - Elsevier
The influence of scour on the lateral response of monopile foundations for offshore wind
turbines is investigated in this paper. Application of lateral load-displacement (py) curves to …

A state-of-the-art review on seismic SSI studies on building structures

N Sharma, K Dasgupta, A Dey - Innovative Infrastructure Solutions, 2018 - Springer
This article aims to provide a concise state-of-the-art review of the seismic soil–structure
interaction (SSI) studies related to building structures. Irrespective of the type of structure …

[图书][B] Soil dynamics and foundation modeling

J Jia, Jia - 2018 - Springer
Offshore and land-based structures represent large capital investments. They are designed
to withstand various types of environmental loads such as earthquakes, winds, ocean …

Full 3D nonlinear time history analysis of dynamic soil–structure interaction for a historical masonry arch bridge

H Güllü, HS Jaf - Environmental Earth Sciences, 2016 - Springer
Historical masonry arch bridges, which represent the richness of cultural heritage of the
country (Anatolia, Turkey), should be protected against detrimental effects and transferred …

A comparison of initial stiffness formulations for small-strain soil–pile dynamic Winkler modelling

LJ Prendergast, K Gavin - Soil Dynamics and Earthquake Engineering, 2016 - Elsevier
Abstract Dynamic Soil-Structure Interaction (DSSI) is an area of much ongoing research and
has wide and varied applications from seismic response analysis to offshore wind …

Seismic response of monopile supported offshore wind turbine in liquefiable soil

SK Patra, S Haldar - Structures, 2021 - Elsevier
Offshore wind turbines (OWT) are now constructed in the seismically active regions due to
rising energy demand. This study investigates the seismic response of the monopile …

Seismic response of underground stations with friction pendulum bearings under horizontal and vertical ground motions

Z Chen, P Jia - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
The previous earthquake surveys show that central columns are the weak parts in subway
stations during the earthquakes. Reducing the seismic responses of central columns can …

Seismic assessment of wind turbines: How crucial is rotor-nacelle-assembly numerical modeling?

A Ali, R De Risi, A Sextos - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
The cross-section and the structural twist angle of a typical wind turbine blade vary along its
span. This complicates its realistic modeling in nonlinear dynamic analysis of wind turbines …

[HTML][HTML] Kinematic Winkler modulus for laterally-loaded piles

G Anoyatis, A Lemnitzer - Soils and Foundations, 2017 - Elsevier
Abstract Beam-on-dynamic-Winkler-foundation models are widely used to study kinematic
soil-pile interaction. Winkler models consider the pile as a flexural beam and simulate the …

Seismic responses of monopile-supported offshore wind turbines in soft clays under scoured conditions

W Jiang, C Lin, M Sun - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
For the monopile-supported offshore wind turbine (OWT), scour can significantly affect the
seismic responses of the structure. However, the combined effects of scour and earthquakes …