On the public citation graph
Generalized dynamic Winkler model for nonlinear soil–structure interaction analysis
0 signed · 171 inferred · view as graph
Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.
Is this your work? Sign in with ORCID and put your name on the
claims that are yours.
Reference health. See whether every reference in this work resolves to a
known work and none has been retracted — and get a dated CiteStamped
badge you can embed.
What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/eqe.437openalex-snapshot
The effective number of cycles of earthquake ground motion
inferredcites →https://doi.org/10.1007/s10518-005-1241-3openalex-snapshot
A Study of Piles during Earthquakes: Issues of Design and Analysis
inferredcites →https://doi.org/10.1016/0142-1123(82)90018-4openalex-snapshot
Simple rainflow counting algorithms
inferredcites →https://doi.org/10.1016/0148-9062(81)90555-6openalex-snapshot
Critical state soil model for cyclic loading
inferredcites →https://doi.org/10.1016/0267-7261(93)90047-uopenalex-snapshot
Centrifuge validation of a numerical model for dynamic soil liquefaction
inferredcites →https://doi.org/10.1016/0267-7261(95)00027-5openalex-snapshot
Nonlinear response of single piles under lateral inertial and seismic loads
inferredcites →https://doi.org/10.1016/j.soildyn.2007.04.003openalex-snapshot
An investigation into the Winkler modeling of the cyclic response of rigid footings
inferredcites →https://doi.org/10.1016/s0045-7825(01)00317-6openalex-snapshot
Conceptual issues in geometrically nonlinear analysis of 3D framed structures
inferredcites →https://doi.org/10.1016/s0142-1123(97)00078-9openalex-snapshot
Modified rainflow counting keeping the load sequence
inferredcites →https://doi.org/10.1016/s0267-7261(02)00022-2openalex-snapshot
Computational modeling of cyclic mobility and post-liquefaction site response
inferredcites →https://doi.org/10.1016/s0267-7261(03)00034-4openalex-snapshot
Analytical moment–rotation curves for rigid foundations based on a Winkler model
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1984)110:6(937)openalex-snapshot
Simple Radiation Damping Model for Piles and Footings
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1988)114:2(133)openalex-snapshot
Degradation of Marine Clays under Cyclic Loading
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1988)114:5(517)openalex-snapshot
Cyclic Soil Data for Design of Gravity Structures
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1994)120:1(225)openalex-snapshot
Effects of Cyclic Lateral Loads on Piles in Sand
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1998)124:1(67)openalex-snapshot
Beam-Column Method for Tieback Walls
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1999)125:9(750)openalex-snapshot
Seismic Soil-Pile-Structure Interaction Experiments and Analyses
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2003)129:12(1119)openalex-snapshot
Computational Model for Cyclic Mobility and Associated Shear Deformation
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2003)129:7(608)openalex-snapshot
Evaluation of Cyclic Shear Strength of Two Cemented Calcareous Soils
inferredcites →https://doi.org/10.1061/ajgeb6.0000322openalex-snapshot
Sand Liquefaction in Large-Scale Simple Shear Tests
inferredcites →https://doi.org/10.1061/ajgeb6.0000820openalex-snapshot
Nonlinear Soil Models for Irregular Cyclic Loadings
inferredcites →https://doi.org/10.1061/jmcea3.0002392openalex-snapshot
Dynamic Soil Reactions for Plane Strain Case
inferredcites →https://doi.org/10.1080/13632460509350565openalex-snapshot
COUPLED P-Y T-Z ANALYSIS OF SINGLE PILES IN COHESIONLESS SOIL UNDER VERTICAL AND/OR HORIZONTAL GROUND MOTION
inferredcites →https://doi.org/10.1139/cgj-37-6-1166openalex-snapshot
Dynamic analysis for laterally loaded piles and dynamic p-y curves
inferredcites →https://doi.org/10.1139/t08-050openalex-snapshot
A numerical study into lateral cyclic nonlinear soil–pile response
inferredcites →https://doi.org/10.1139/t90-004openalex-snapshot
Normalized behavior of clay under irregular cyclic loading
inferredcites →https://doi.org/10.1139/t96-025openalex-snapshot
Dynamic response of single piles and soilpile interaction
inferredcites →https://doi.org/10.1193/1.1586006openalex-snapshot
8. Nonlinear Seismic Soil‐Pile Structure Interaction
inferredcites →https://doi.org/10.1193/1.1586164openalex-snapshot
Earthquake Engineering for Transportation Structures—Past, Present, and Future
inferredcites →https://doi.org/10.1201/9781482288087-10openalex-snapshot
Nonlinear soil–structure interaction
inferredcites →https://doi.org/10.14288/1.0050461openalex-snapshot
Hydraulic gradient similitude method for geotechnical modelling tests with emphasis on laterally loaded piles
inferredcites →https://doi.org/10.14288/1.0063988openalex-snapshot
A synthesized approach for estimating liquefaction-induced displacements of geotechnical structures
inferredcites →https://doi.org/10.14288/1.0064051openalex-snapshot
Seismic analysis of pile foundations for bridges
inferredcites →https://doi.org/10.1785/0120040160openalex-snapshot
On Pads and Filters: Processing Strong-Motion Data
inferredcites →https://doi.org/10.3208/sandf.45.4_119openalex-snapshot
PHENOMENOLOGICAL MODEL APPLIED TO INELASTIC RESPONSE OF SOIL-PILE INTERACTION SYSTEMS
inferredcites →https://doi.org/10.3208/sandf1972.20.4_19openalex-snapshot
Lateral Load-Deflection Relationships of Piles Subjected to Dynamic Loadings
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
inferred← citeshttps://doi.org/10.2139/ssrn.4664082openalex-extracted
A Discrete Element-Based Approach to Calibrate Degradation Models of Uncertain Liquefiable Soils for the Seismic Analysis of Offshore Wind Turbines
inferred← citeshttps://doi.org/10.1002/9781118537022.ch8openalex-snapshot
Stress Corrosion Cracking of High‐Strength Pipeline Steels
inferred← citeshttps://doi.org/10.1002/eqe.2607openalex-snapshot
Uplift of deck or footings in bridges with distributed mass subjected to transverse earthquake
inferred← citeshttps://doi.org/10.1002/eqe.2804openalex-snapshot
Development and validation of p‐y modeling approach for seismic response predictions of highway bridges
inferred← citeshttps://doi.org/10.1002/eqe.4259openalex-snapshot
Incorporating soil‐structure interaction into simplified numerical models for fragility analysis of RC structures
inferred← citeshttps://doi.org/10.1002/nag.3911openalex-snapshot
Cyclic Lateral Response of Large‐Diameter Monopiles in Soft Clays Using Bounding Surface‐Based Analytical p‐y Curves
inferred← citeshttps://doi.org/10.1002/rob.70294openalex-snapshot
A Framework for Tactile‐Based Proximity Sensing of Buried Objects via Granular Media Jamming
inferred← citeshttps://doi.org/10.1007/978-3-030-01923-5_3openalex-snapshot
Settlement of Surface Strip Foundation Resting on Soft Clay Subjected to Vertical Cyclic Load
inferred← citeshttps://doi.org/10.1007/978-3-031-65407-7_7openalex-snapshot
Review of Dynamic Soil-Structure Interaction Models
inferred← citeshttps://doi.org/10.1007/978-3-319-63543-9_12openalex-snapshot
Modeling and Analysis of Soil-Pile Interaction for Dynamic Loading-A Review
inferred← citeshttps://doi.org/10.1007/978-94-007-2060-2_11openalex-snapshot
Bridging the Gap Between Structural and Geotechnical Engineers in SSI for Performance-Based Design
inferred← citeshttps://doi.org/10.1007/978-981-15-0886-8_31openalex-snapshot
Factors Influencing Transient Response of Shallow Strip Footing on Granular Soil Subjected to Vertical Pulse Load
inferred← citeshttps://doi.org/10.1007/978-981-16-5669-9_30openalex-snapshot
A Review of Settlement Prediction Techniques for Shallow Foundations Subjected to Cyclic Loads
inferred← citeshttps://doi.org/10.1007/978-981-97-1691-3_15openalex-snapshot
Analytical Solution for Other Geo-mechanical Problems
inferred← citeshttps://doi.org/10.1007/978-981-97-7658-0_13openalex-snapshot
Effect of Soil Structure Interaction on the Response of a Lumped Mass Model
inferred← citeshttps://doi.org/10.1007/978-981-97-9454-6_3openalex-snapshot
A Cyclic p-y Elastoplastic Model Applied to Lateral Loaded Pile in Soft Clays
inferred← citeshttps://doi.org/10.1007/s10518-013-9435-6openalex-snapshot
RC buildings retrofitted by converting frame bays into RC walls
inferred← citeshttps://doi.org/10.1007/s10518-016-9935-2openalex-snapshot
The near-field method: a modified equivalent linear method for dynamic soil–structure interaction analysis. Part I: Theory and methodology
inferred← citeshttps://doi.org/10.1007/s10518-022-01547-0openalex-snapshot
Probabilistic assessment of SMRFs with infill masonry walls incorporating nonlinear soil-structure interaction
inferred← citeshttps://doi.org/10.1007/s10706-018-0523-xopenalex-snapshot
Treatise on Winkler Modulus of Subgrade Reaction and Its Estimation for Improved Soil–Structure Interaction Analysis
inferred← citeshttps://doi.org/10.1007/s10706-025-03209-9openalex-snapshot
Pile Response to Tunnelling Using a Nonlinear Kerr Foundation Model
inferred← citeshttps://doi.org/10.1007/s11440-022-01649-8openalex-snapshot
Dynamic performance of driven and helical piles in cohesive soil
inferred← citeshttps://doi.org/10.1007/s11440-023-02179-7openalex-snapshot
Machine learning-based soil–structure interaction analysis of laterally loaded piles through physics-informed neural networks
inferred← citeshttps://doi.org/10.1007/s11440-026-03070-xopenalex-snapshot
A simple sand model for p–y analysis of OWT foundations under low-to-moderate-cycle loading
inferred← citeshttps://doi.org/10.1007/s11709-024-1024-zopenalex-snapshot
Development of design charts to predict the dynamic response of pile supported machine foundations
inferred← citeshttps://doi.org/10.1007/s11804-014-1229-yopenalex-snapshot
Bucket group effect of the composite multi-bucket structure
inferred← citeshttps://doi.org/10.1007/s12205-024-1108-2openalex-snapshot
A Review of Modeling Issues on the Seismic Soil-Pile-Structure Interaction
inferred← citeshttps://doi.org/10.1007/s13369-019-04134-9openalex-snapshot
Prediction of Lateral Deflection of Small-Scale Piles Using Hybrid PSO–ANN Model
inferred← citeshttps://doi.org/10.1007/s40515-025-00770-xopenalex-snapshot
Shielding Response of Pile Group to Tunnelling Using a Nonlinear Pasternak Model
inferred← citeshttps://doi.org/10.1007/s41062-018-0184-xopenalex-snapshot
Geo-structural nonlinear analysis of piles for infrastructure design
inferred← citeshttps://doi.org/10.1007/s41062-022-00818-8openalex-snapshot
Response of piers installed in sand near sloping ground under inclined loading
inferred← citeshttps://doi.org/10.1016/b978-0-12-823550-8.00024-xopenalex-snapshot
Soil–structure interaction for seismic analysis and design of bridges
inferred← citeshttps://doi.org/10.1016/j.apm.2026.117205openalex-snapshot
Winkler based numerical simulations to assess non-linear soil-structure interaction effects on offshore pile foundation seismic demand due to obliquely incident SV waves
inferred← citeshttps://doi.org/10.1016/j.apor.2022.103279openalex-snapshot
Influence of Pile-Soil Interaction on Dynamic Properties and Response of Offshore Wind Turbine with Monopile Foundation in Sand Site
inferred← citeshttps://doi.org/10.1016/j.apor.2025.104491openalex-snapshot
Calculation model for lateral response of piles considering the characteristics of sand convection under asymmetric cyclic loading
inferred← citeshttps://doi.org/10.1016/j.compgeo.2014.05.008openalex-snapshot
Assessment of the dynamic behaviour of saturated soil subjected to cyclic loading from offshore monopile wind turbine foundations
inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.105773openalex-snapshot
Frequency- and deformation-dependent macroelement model for dynamic axial soil-buried structure interaction in time domain
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107413openalex-snapshot
A two-dimensional p-y model for piles under multi-directional cyclic loading considering the effects of sand collapse
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107499openalex-snapshot
Cyclic p-y curve modeling for laterally loaded two-pile group in sand based on strain wedge model
inferred← citeshttps://doi.org/10.1016/j.compstruc.2022.106886openalex-snapshot
Machine learning-based prediction of seismic limit-state capacity of steel moment-resisting frames considering soil-structure interaction
inferred← citeshttps://doi.org/10.1016/j.enggeo.2024.107570openalex-snapshot
Development of novel artificial intelligence functions based on 3D finite element method using February 6 Kahramanmaraş Seismic Records for earthquake effects prediction in various soils
inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.110745openalex-snapshot
A study of the effects of foundation uplift on the seismic loading of wind turbine tower and shallow foundation using a new dynamic Winkler model
inferred← citeshttps://doi.org/10.1016/j.engstruct.2026.123015openalex-snapshot
Influence of pile and soil parameters on the seismic performance of RC bridge piers: From global fragility to local damage
inferred← citeshttps://doi.org/10.1016/j.geoen.2024.213413openalex-snapshot
Research on the mechanism of impact of vibrational loads on the bearing capacity of drilling surface conductor
inferred← citeshttps://doi.org/10.1016/j.hbrcj.2017.02.001openalex-snapshot
Winkler model for pile seismic analysis considering end constraints effects
inferred← citeshttps://doi.org/10.1016/j.ijnonlinmec.2017.01.007openalex-snapshot
Dynamic analysis of beam-soil interaction systems with material and geometrical nonlinearities
inferred← citeshttps://doi.org/10.1016/j.istruc.2020.12.020openalex-snapshot
Lateral soil pile structure interaction assessment for semi active tuned mass damper buildings
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.105923openalex-snapshot
Performance enhancement of large diameter bored pile reinforced by cement-soil in clay under static and cyclic loadings
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107201openalex-snapshot
Failure-mechanism for wind turbines supported by pile groups at the Kugino wind farm in the Kumamoto earthquake
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2019.106340openalex-snapshot
Permanent accumulated rotation of an offshore monopile wind turbine in sand during a storm
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.107997openalex-snapshot
Bounding-surface-based p-y model for laterally loaded piles in undrained clay
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2021.109346openalex-snapshot
Dynamic analysis of 10 MW monopile supported offshore wind turbine based on fully coupled model
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2021.109398openalex-snapshot
Time domain nonlinear kinematic seismic response of composite caisson-piles foundation for bridge in deep water
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2022.110743openalex-snapshot
Framework for dynamic response analysis of monopile supported offshore wind turbine excited by combined wind-wave-earthquake loading
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.113998openalex-snapshot
Cyclic p-y curve model of unidirectional loaded pile in sand considering the characteristic of friction in the strain wedge model
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.115836openalex-snapshot
Nonlinear response of laterally cyclic loaded pile in cohesionless soil based on conical strain wedge model
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.115933openalex-snapshot
A practical framework for assessing the effect of cyclic softening of clays on the lateral response of single piles
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.116122openalex-snapshot
Cyclic p-y curve model of piles subjected to two-way load considering the collapse and densification of sand
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.118688openalex-snapshot
Cyclic response of long flexible piles in sands incorporating the cavity expansion/contraction theory
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.122360openalex-snapshot
Cyclic response of laterally loaded piles in undrained clay: A bounding surface approach incorporating small-strain stiffness
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2026.125907openalex-snapshot
Seismic analysis of a monopile-supported offshore wind turbine subjected to long-period ground motions considering soil-structure interaction
inferred← citeshttps://doi.org/10.1016/j.renene.2014.02.008openalex-snapshot
Computationally efficient modelling of dynamic soil–structure interaction of offshore wind turbines on gravity footings
inferred← citeshttps://doi.org/10.1016/j.sandf.2014.04.020openalex-snapshot
RETRACTED: Seismic response of mid-rise buildings on shallow and end-bearing pile foundations in soft soil
inferred← citeshttps://doi.org/10.1016/j.sandf.2025.101712openalex-snapshot
Improved analysis method for frame beams with prestressed cables in slopes based on inclined foundation stiffness
inferred← citeshttps://doi.org/10.1016/j.soildyn.2011.08.004openalex-snapshot
A generalized hysteresis model for biaxial response of pile foundations in sands
inferred← citeshttps://doi.org/10.1016/j.soildyn.2014.04.001openalex-snapshot
Generalized cyclic p–y curve modeling for analysis of laterally loaded piles
inferred← citeshttps://doi.org/10.1016/j.soildyn.2015.11.006openalex-snapshot
A comparison of initial stiffness formulations for small-strain soil–pile dynamic Winkler modelling
inferred← citeshttps://doi.org/10.1016/j.soildyn.2016.08.015openalex-snapshot
p-y-ẏ curves for dynamic analysis of offshore wind turbine monopile foundations
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.02.010openalex-snapshot
Inelastic displacement ratios of SSI systems
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.05.022openalex-snapshot
Impact of ground motion duration and soil non-linearity on the seismic performance of single piles
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.06.001openalex-snapshot
Influence of pore water in the seabed on dynamic response of offshore wind turbines on monopiles
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.09.015openalex-snapshot
Dynamic response of anchored sheet pile wall under ground motion: Analytical model with experimental validation
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.12.015openalex-snapshot
Time domain nonlinear lateral response of dynamically loaded composite caisson-piles foundations in layered cohesive soils
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.05.029openalex-snapshot
Full-scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.07.049openalex-snapshot
Evaluation of p-y springs for nonlinear static and seismic soil-pile interaction analysis under lateral loading
inferred← citeshttps://doi.org/10.1016/j.soildyn.2019.04.027openalex-snapshot
Experimental application of FRF-based model updating approach to estimate soil mass and stiffness mobilised under pile impact tests
inferred← citeshttps://doi.org/10.1016/j.soildyn.2019.105753openalex-snapshot
Soil-pile-superstructure interaction effects in seismically isolated bridges under combined vertical and horizontal strong ground motions
inferred← citeshttps://doi.org/10.1016/j.soildyn.2021.106693openalex-snapshot
Slope effect on dynamic p–y backbone curve in dry sand
inferred← citeshttps://doi.org/10.1016/j.soildyn.2022.107171openalex-snapshot
Seismic displacement ratios for soil-pile-structure systems allowed to uplift
inferred← citeshttps://doi.org/10.1016/j.soildyn.2022.107285openalex-snapshot
A 1D-modelling approach for simulating the soil-pile interaction mechanism in the liquefiable ground
inferred← citeshttps://doi.org/10.1016/j.soildyn.2024.109013openalex-snapshot
Seismic response of a model soil-pile-bridge system in cohesive soil
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109387openalex-snapshot
Stiffness-proportional foundation damping to linearise soil-monopile interaction models for wind turbines
inferred← citeshttps://doi.org/10.1016/j.soildyn.2026.110352openalex-snapshot
An artificial neural network-based cyclic p-y curve model for predicting the lateral cyclic response of piles in sand
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000869openalex-snapshot
Influence of Size and Load-Bearing Mechanism of Piles on Seismic Performance of Buildings Considering Soil–Pile–Structure Interaction
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001145openalex-snapshot
Analysis of Characteristic Frequencies of Coupled Soil-Pile-Structure Systems
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001876openalex-snapshot
Evaluation of Seismic Soil–Structure Interaction of Full-Scale Grouped Helical Piles in Dense Sand
inferred← citeshttps://doi.org/10.1061/9780784481578.027openalex-snapshot
Predicting Seismic Response of a Single Pile in Cement-Treated Soft Clay Using a Bouc-Wen Type Model
inferred← citeshttps://doi.org/10.1061/9780784482049.023openalex-snapshot
Vertical Dynamic Response of a Pile Embedded in Viscoelastic Soil Considering the Effects of Lateral Rigid Boundary
inferred← citeshttps://doi.org/10.1061/9780784483589.027openalex-snapshot
Permafrost Degradation Effect on Seismic Response of Bridge Pile Foundation along Qinghai-Tibet Railway
inferred← citeshttps://doi.org/10.1061/9780784485347.033openalex-snapshot
Dynamic Response of the Shore Connection of Submerged Floating Tunnel Considering Ground Nonlinearity
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-14271openalex-snapshot
Whole-Life Analysis Framework for Pile Performance in Soft Soil
inferred← citeshttps://doi.org/10.1061/nhrefo.nheng-1544openalex-snapshot
Hurricane-Induced Failure Mechanisms in Low-Rise Residential Buildings and Future Research Directions
inferred← citeshttps://doi.org/10.1080/02533839.2013.799929openalex-snapshot
Lateral hysteretic behavior of an aluminum model pile in saturated loose sand
inferred← citeshttps://doi.org/10.1080/1064119x.2018.1545004openalex-snapshot
Centrifuge modelling of lateral loading behaviour of a “semi-rigid” Mono-pile in soft clay
inferred← citeshttps://doi.org/10.1080/1064119x.2020.1717696openalex-snapshot
Nondimensional parametric method for studying lateral cyclic response of offshore monopiles in sand
inferred← citeshttps://doi.org/10.1080/1064119x.2020.1802793openalex-snapshot
Calculation of monopile foundation in sand to long-term lateral cyclic load
inferred← citeshttps://doi.org/10.1080/13632469.2019.1625829openalex-snapshot
Coupled Horizontal and Vertical Component Analysis of Strong Ground Motions for Soil–Pile–Superstructure Systems: Application to a Bridge Pier with Soil–Structure Interaction
inferred← citeshttps://doi.org/10.1080/19386362.2018.1557384openalex-snapshot
Prediction of combined static and cyclic load-induced settlement of shallow strip footing on granular soil using artificial neural network
inferred← citeshttps://doi.org/10.1080/19386362.2025.2454671openalex-snapshot
Pasternak’s two-parameter non-linear soil model for prediction of pile response due to tunnelling induced ground movement
inferred← citeshttps://doi.org/10.1088/1748-3182/8/3/035003openalex-snapshot
Efficient worm-like locomotion: slip and control of soft-bodied peristaltic robots
inferred← citeshttps://doi.org/10.1098/rspa.2015.0075openalex-snapshot
Vibrating barrier: a novel device for the passive control of structures under ground motion
inferred← citeshttps://doi.org/10.1109/macise49704.2020.00041openalex-snapshot
2D Soil Springs for Elastic Settlements of Mat Foundation under Vertically Uniform Loads
inferred← citeshttps://doi.org/10.1115/ipc2014-33364openalex-snapshot
Numerical Modeling of Pipe-Soil Interaction Under Transverse Direction
inferred← citeshttps://doi.org/10.11159/icgre18.1openalex-snapshot
Geo-Structural Nonlinear Analysis of Piles for Performance Based Design
inferred← citeshttps://doi.org/10.1139/cgj-2013-0099openalex-snapshot
Nonlinear cyclic behavior of laterally loaded pile in cohesive soil
inferred← citeshttps://doi.org/10.1139/cgj-2015-0358openalex-snapshot
Development of cyclic p–y curves for laterally loaded pile based on T-bar penetration tests in clay
inferred← citeshttps://doi.org/10.1139/cgj-2022-0314openalex-snapshot
A cyclic p–y elastoplastic model applied to lateral loaded pile in soft clays
inferred← citeshttps://doi.org/10.1139/cgj-2026-0115openalex-snapshot
A bounding surface-based cyclic t–z model for axially loaded piles in clays
inferred← citeshttps://doi.org/10.1139/t08-050openalex-snapshot
A numerical study into lateral cyclic nonlinear soil–pile response
inferred← citeshttps://doi.org/10.1139/t10-026openalex-snapshot
Soil–pile separation effect on the performance of a pile group under static and dynamic lateral loads
inferred← citeshttps://doi.org/10.1139/t2012-019openalex-snapshot
p–y curve and lateral response of piles in fully liquefied sands
inferred← citeshttps://doi.org/10.11606/t.18.2022.tde-29112022-091612openalex-snapshot
Formulação MEC/MEF para a análise da interação solo estratificado/estrutura e da estabilidade da estaca
inferred← citeshttps://doi.org/10.1177/1369433220919074openalex-snapshot
Parameter identification of the dynamic Winkler soil–structure interaction model using a hybrid unscented Kalman filter–multi-objective harmony search algorithm
inferred← citeshttps://doi.org/10.1193/061318eqs146mopenalex-snapshot
The Beneficial Role of Piles on the Seismic Loading of Structures
inferred← citeshttps://doi.org/10.13052/rp-9788793237414openalex-snapshot
Dynamic Properties of OffshoreWind Turbine Foundations
inferred← citeshttps://doi.org/10.14288/1.0165646openalex-snapshot
Seismic analysis of the RC integral bridges using performance-based design approach including soil structure interaction
inferred← citeshttps://doi.org/10.2208/jscejam.67.i_471openalex-snapshot
Non-linear response of coupled soil-pile-structure system under sinusoidal excitations with various frequencies
inferred← citeshttps://doi.org/10.22337/2587-9618-2023-19-3-92-113openalex-snapshot
SEISMIC FRAGILITY EVALUATION OF SOIL-PILE-STRUCTURE INTERACTION EFFECTS SUBJECTED TO MAINSHOCK-AFTERSHOCK RECORDS
inferred← citeshttps://doi.org/10.2298/fuace170420008copenalex-snapshot
Fragility and reliability analyses of soil - pile - bridge pier interaction
inferred← citeshttps://doi.org/10.24200/sci.2018.5586.1357openalex-snapshot
Prediction of Subgrade Reaction Modulus of Clayey Soils using Group Method of Data Handling
inferred← citeshttps://doi.org/10.30827/digibug.43928openalex-snapshot
Dynamic stiffness of a gravity based foundation in offshore structure: dependence of soil properties in global damping
inferred← citeshttps://doi.org/10.3208/jgssp.v10.os-4-02openalex-snapshot
Application of HHT method in dynamic damage identification of reinforced slope soil
inferred← citeshttps://doi.org/10.32782/2415-8151.2024.31.2openalex-snapshot
TWO SOLUTIONS TO PROBLEMS: CONCRETE PAVEMENT DAMAGE AND REPAIR FROM THE PERSPECTIVE OF DESIGN OPTIMIZATION (BIM MODELING) AND MODIFIED CONCRETE MATERIALS
inferred← citeshttps://doi.org/10.3390/app16157496openalex-snapshot
Dynamic Response and Bearing Capacity of Prefabricated Steel Temporary Bridges Under Heavy Crawler Vehicles on Soft Paddy Field Foundations
inferred← citeshttps://doi.org/10.3390/jmse10111628openalex-snapshot
Time Domain Nonlinear Dynamic Response Analysis of Offshore Wind Turbines on Gravity Base Foundation under Wind and Wave Loads
inferred← citeshttps://doi.org/10.3390/jmse13061145openalex-snapshot
A Discrete-Element-Based Approach to Generate Random Parameters for Soil Fatigue Models
inferred← citeshttps://doi.org/10.3390/su142215102openalex-snapshot
A New p–y Curve for Laterally Loaded Large-Diameter Monopiles in Soft Clays
inferred← citeshttps://doi.org/10.36959/718/615openalex-snapshot
Review on Causes and Management Strategies of Salt Affected Soils in Lowlands of Ethiopia
inferred← citeshttps://doi.org/10.5204/thesis.eprints.207885openalex-snapshot
Soil-pile-superstructure systems under combined horizontal and vertical strong ground motions
inferred← citeshttps://doi.org/10.5459/bnzsee.55.2.95-111openalex-snapshot
Experimental and numerical analysis of the lateral response of full-scale bridge piers
inferred← citeshttps://doi.org/10.5772/20176openalex-snapshot
Efficient Modelling of Wind Turbine Foundations
inferred← citeshttps://doi.org/10.5772/731openalex-snapshot
Fundamental and Advanced Topics in Wind Power
Editorial review for independent work. ICSAC — the Institute for Complexity
Science and Advanced Computing — runs a structured editorial panel for researchers
publishing outside journals, and publishes on CiteStamp rails. Submission is free
and goes through ORCID: icsacinstitute.org/submit.