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Failure of double friction pendulum bearings under pulse‐type motions
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/9781119971870openalex-snapshot
Mechanics of Rubber Bearings for Seismic and Vibration Isolation
inferredcites →https://doi.org/10.1002/eqe.2177openalex-snapshot
Experimental simulation of base‐isolated buildings pounding against moat wall and effects on superstructure response
inferredcites →https://doi.org/10.1002/eqe.2311openalex-snapshot
Dynamics of inelastic base‐isolated structures subjected to analytical pulse ground motions
inferredcites →https://doi.org/10.1002/eqe.2409openalex-snapshot
Performance of base‐isolated reinforced concrete buildings under bidirectional seismic excitation considering pounding with retaining walls including friction effects
inferredcites →https://doi.org/10.1002/eqe.4290160311openalex-snapshot
Pounding of buildings in series during earthquakes
inferredcites →https://doi.org/10.1002/eqe.4290210305openalex-snapshot
Pounding of buildings modelled by an impact oscillator
inferredcites →https://doi.org/10.1002/eqe.434openalex-snapshot
Non-linear viscoelastic modelling of earthquake-induced structural pounding
inferredcites →https://doi.org/10.1002/eqe.537openalex-snapshot
Analytical expression between the impact damping ratio and the coefficient of restitution in the non‐linear viscoelastic model of structural pounding
inferredcites →https://doi.org/10.1002/eqe.557openalex-snapshot
A Hertz contact model with non-linear damping for pounding simulation
inferredcites →https://doi.org/10.1002/eqe.692openalex-snapshot
Response of seismically isolated buildings considering poundings
inferredcites →https://doi.org/10.1002/eqe.941openalex-snapshot
Experimental study on earthquake‐induced pounding between structural elements made of different building materials
inferredcites →https://doi.org/10.1190/1.1445082openalex-snapshot
Wavelet functions and their polynomials
inferredcites →https://doi.org/10.1785/0120020100openalex-snapshot
A Mathematical Representation of Near-Fault Ground Motions
inferredcites →https://doi.org/10.1785/0120060255openalex-snapshot
Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis
inferredcites →https://doi.org/10.1785/0120090387openalex-snapshot
Estimating Time Scales and Length Scales in Pulselike Earthquake Acceleration Records with Wavelet Analysis
inferredcites →https://doi.org/10.1785/bssa0330030197openalex-snapshot
Further developments in the wavelet theory of seismogram structure*
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
inferred← citeshttps://doi.org/10.1002/eqe.2924openalex-snapshot
Extreme behavior in a triple friction pendulum isolated frame
inferred← citeshttps://doi.org/10.1002/eqe.2997openalex-snapshot
Experimental study of the effect of restraining rim design on the extreme behavior of pendulum sliding bearings
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Implications of strong earthquake ground motion duration on the response and testing of seismic isolation systems
inferred← citeshttps://doi.org/10.1002/eqe.3427openalex-snapshot
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Overturning Fragility of Base‐Isolated and Conventional Freestanding Building Contents in Variously Designed Moment‐Resisting Frames
inferred← citeshttps://doi.org/10.1002/eqe.70054openalex-snapshot
Adaptive Base Isolation System with Elastomeric Bearings: Multi‐Stage Fiber‐Reinforced Elastomeric Bearings (MS‐FRBs) for Tailoring Response to Ground Motion Demands
inferred← citeshttps://doi.org/10.1002/eqe.70098openalex-snapshot
Experimental and Analytical Study of a Novel Friction Pendulum Bearing With Uplift Restraint
inferred← citeshttps://doi.org/10.1002/eqe.70109openalex-snapshot
Combined Vertical and Horizontal Components of Near‐Source Earthquakes and Impact on Base‐Isolated Structures
inferred← citeshttps://doi.org/10.1002/eqe.70192openalex-snapshot
Experimental Analysis of Mechanical Properties of Disc Spring Uplift‐Restraining Friction Pendulum System
inferred← citeshttps://doi.org/10.1002/eqe.70249openalex-snapshot
Quantifying Friction Effects on Floor Rotations During Moat Wall Pounding of Base‐Isolated Structures
inferred← citeshttps://doi.org/10.1007/978-3-031-21187-4_9openalex-snapshot
Near-Fault Earthquake Ground Motion and Seismic Isolation Design
inferred← citeshttps://doi.org/10.1007/s10518-019-00698-xopenalex-snapshot
The shear pin strength of friction pendulum bearings (FPB) in simply supported railway bridges
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Advanced seismic assessment of stiffness irregular RC structures with and without base isolation under multiple earthquakes
inferred← citeshttps://doi.org/10.1007/s40435-024-01555-9openalex-snapshot
Seismic isolation of buildings with multi-stage friction pendulum bearings: design, analysis, and energy dissipation perspectives
inferred← citeshttps://doi.org/10.1007/s40996-024-01409-6openalex-snapshot
Torsional Response of a Building Isolated with Triple Friction Pendulum Bearings under Stochastic Ground Motion Excitation
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.03.008openalex-snapshot
Collapse performance of seismically isolated buildings designed by the procedures of ASCE/SEI 7
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.03.084openalex-snapshot
Enhancing the teaching of seismic isolation using additive manufacturing
inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.109579openalex-snapshot
Three-dimensional double friction pendulum bearing model including uplift and impact behavior: Formulation and numerical example
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.111892openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.114619openalex-snapshot
Evaluating the use of variable curvature frictional isolators to mitigate the adverse effects of internal lateral impacts
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.114770openalex-snapshot
Geometrically nonlinear analysis of friction pendulum systems under tri-directional excitation
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.115253openalex-snapshot
Numerical study on seismic performance of a novel multi-level aseismic highway bridge with cable-sliding friction aseismic bearings and dissipative controlled rocking piers
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.116312openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.116716openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.116964openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.118080openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.118619openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.120615openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.121791openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.122020openalex-snapshot
Experimental and numerical study of the extreme behavior of double concave friction pendulum bearings
inferred← citeshttps://doi.org/10.1016/j.istruc.2020.06.035openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.istruc.2021.05.064openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.istruc.2021.07.084openalex-snapshot
Seismic performance of reinforced concrete buildings with double concave friction pendulum base isolation system: case study of design by Indonesian code
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.02.067openalex-snapshot
A review of base isolation systems with adaptive characteristics
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.03.092openalex-snapshot
Effect of simulation accuracy of shear keys shear state on seismic response of friction pendulum bearing
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.105896openalex-snapshot
Comparative analysis of the dynamic behavior of structures equipped with cylindrical and spherical frictional bearings subjected to near-fault earthquakes
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.106369openalex-snapshot
Friction coefficient of sliding isolators in icing conditions
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.108692openalex-snapshot
Influence of pier height and bearing parameters on seismic response and energy dissipation of railway bridges isolated with novel self-centering bearing
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.109799openalex-snapshot
Progressive collapse behavior and capacity of FPB-isolated 3D structures subjected to internal isolator removal
inferred← citeshttps://doi.org/10.1016/j.jdd.2026.100080openalex-snapshot
Assessment of coupled and uncoupled method on the seismic response evaluation of freestanding building contents
inferred← citeshttps://doi.org/10.1016/j.jobe.2022.105659openalex-snapshot
Mechanical properties of curvature-consistent frictional pendulum bearings and isolation performance of spherical reticulated shells
inferred← citeshttps://doi.org/10.1016/j.jobe.2023.108402openalex-snapshot
Shaking table test of a timber building equipped with a novel cost-effective, impact-resilient seismic isolation system
inferred← citeshttps://doi.org/10.1016/j.jrst.2025.09.001openalex-snapshot
Seismic safety of high-speed railway train track bridge systems: research progress, disaster mechanisms, and mitigation strategies
inferred← citeshttps://doi.org/10.1016/j.jweia.2023.105332openalex-snapshot
Coupled dynamic analysis of tall buildings isolated with friction pendulum bearings under three-dimensional wind loads
inferred← citeshttps://doi.org/10.1016/j.prostr.2023.01.188openalex-snapshot
Comparative seismic performance of a moment frame equipped with Lateral Impact Resilient Double Concave Frictional devices
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.12.003openalex-snapshot
Historical development of friction-based seismic isolation systems
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.05.006openalex-snapshot
To limit forces or displacements: Collapse study of steel frames isolated by sliding bearings with and without restraining rims
inferred← citeshttps://doi.org/10.1016/j.soildyn.2019.105930openalex-snapshot
Seismic reliability-based design of hardening and softening structures isolated by double concave sliding devices
inferred← citeshttps://doi.org/10.1016/j.soildyn.2021.106649openalex-snapshot
Introduction of flat-spring friction system for seismic isolation
inferred← citeshttps://doi.org/10.1016/j.soildyn.2021.106984openalex-snapshot
Seismic response of underground stations with friction pendulum bearings under horizontal and vertical ground motions
inferred← citeshttps://doi.org/10.1016/j.soildyn.2023.108158openalex-snapshot
Using the improved inner slider to enhance overturning resistance of DFPB-isolated structure subjected to poundings
inferred← citeshttps://doi.org/10.1016/j.soildyn.2023.108416openalex-snapshot
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions
inferred← citeshttps://doi.org/10.1016/j.soildyn.2024.108637openalex-snapshot
Static and Dynamic Experimental Validations of a Frictional Isolator with Improved Internal Lateral Impact Behavior
inferred← citeshttps://doi.org/10.1016/j.soildyn.2024.108732openalex-snapshot
Proposing unsupervised clustering-based earthquake records selection framework for computationally efficient nonlinear response history analysis of structures equipped with multi-stage friction pendulum bearings
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109802openalex-snapshot
Dynamic field testing of a 15-year-old friction pendulum base-isolated residential building
inferred← citeshttps://doi.org/10.1016/j.soildyn.2026.110498openalex-snapshot
Tall building isolated by segmented friction pendulum bearing: dynamic response analysis and multi-objective optimization
inferred← citeshttps://doi.org/10.1016/j.soildyn.2026.110506openalex-snapshot
Seismic responses of an FPB-isolated railway continuous beam bridge under pulse-type motions: Shaking table tests and simulations
inferred← citeshttps://doi.org/10.1016/j.soildyn.2026.110663openalex-snapshot
Optimal frictional design of LIR-DCFP seismic isolators to mitigate internal lateral impacts
inferred← citeshttps://doi.org/10.1021/acsami.8b15198openalex-snapshot
Cobweb-like Structural Stimuli-Responsive Composite with Oil Warehouse and Transportation System for Oil Storage and Recyclable Smart-Lubrication
inferred← citeshttps://doi.org/10.1038/s41598-025-02928-6openalex-snapshot
Development and verification of a new OpenSees element model for a two-stage friction pendulum bearing
inferred← citeshttps://doi.org/10.1061/(asce)em.1943-7889.0001825openalex-snapshot
Nonlinear Dynamic Analysis of Curved Surface Slider Systems Under Harmonic, Near-Fault, and Long-Period Ground Motions
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0002183openalex-snapshot
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inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0002300openalex-snapshot
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inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0002739openalex-snapshot
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inferred← citeshttps://doi.org/10.1080/13632469.2025.2523775openalex-snapshot
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inferred← citeshttps://doi.org/10.1080/15397734.2021.1966636openalex-snapshot
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inferred← citeshttps://doi.org/10.1080/15732479.2023.2248097openalex-snapshot
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inferred← citeshttps://doi.org/10.1088/1755-1315/304/4/042018openalex-snapshot
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inferred← citeshttps://doi.org/10.1142/s0219455422500729openalex-snapshot
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inferred← citeshttps://doi.org/10.1142/s0219455423500608openalex-snapshot
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inferred← citeshttps://doi.org/10.1142/s0219455426502639openalex-snapshot
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inferred← citeshttps://doi.org/10.3389/fbuil.2022.1083266openalex-snapshot
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inferred← citeshttps://doi.org/10.3390/buildings16183661openalex-snapshot
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STATIC AND DYNAMIC EXPERIMENTAL VALIDATIONS OF THE LATERAL IMPACT RESILIENT DOUBLE CONCAVE FRICTION PENDULUM (LIR-DCFP) BEARING
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