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Extreme behavior in a triple friction pendulum isolated frame

https://doi.org/10.1002/eqe.2924
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Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/9780470925805.ch6openalex-snapshot
The Federal Emergency Management Agency
inferredcites →https://doi.org/10.1002/eqe.1078openalex-snapshot
Comparative response assessment of minimally compliant low‐rise conventional and base‐isolated steel frames
inferredcites →https://doi.org/10.1002/eqe.1133openalex-snapshot
Experimental and analytical study of the bi‐directional behavior of the triple friction pendulum isolator
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.2210openalex-snapshot
Impact model for simulation of base isolated buildings impacting flexible moat walls
inferredcites →https://doi.org/10.1002/eqe.2827openalex-snapshot
Failure of double friction pendulum bearings under pulse‐type motions
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.750openalex-snapshot
Spherical sliding isolation bearings with adaptive behavior: Experimental verification
inferredcites →https://doi.org/10.1007/s10518-015-9819-xopenalex-snapshot
Stability issues and pressure–shear interaction in elastomeric bearings: the primary role of the secondary shape factor
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Finite element analysis of the stability of multilayer elastomeric bearings
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Critical load of slender elastomeric seismic isolators: An experimental perspective
inferredcites →https://doi.org/10.1016/j.engstruct.2015.07.014openalex-snapshot
Experimental investigation of cavitation in elastomeric seismic isolation bearings
inferredcites →https://doi.org/10.1061/(asce)0733-9399(2000)126:6(633)openalex-snapshot
Hysteretic Models for Deteriorating Inelastic Structures
inferredcites →https://doi.org/10.1061/(asce)0733-9445(2002)128:1(3)openalex-snapshot
Stability of Elastomeric Isolation Bearings: Experimental Study
inferredcites →https://doi.org/10.1061/(asce)em.1943-7889.0000306openalex-snapshot
Small and Large Displacement Dynamic Analysis of Frame Structures Based on Hysteretic Beam Elements
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0000358openalex-snapshot
Comparative Response Assessment of Minimally Compliant Low-Rise Base-Isolated and Conventional Steel Moment-Resisting Frame Buildings
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0000660openalex-snapshot
Static and Dynamic Stability of Elastomeric Bearings for Seismic Protection of Structures
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0000955openalex-snapshot
Dynamic Lateral Stability of Elastomeric Seismic Isolation Bearings
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0001084openalex-snapshot
Mechanistic Model for Simulating Critical Behavior in Elastomeric Bearings
inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0001594openalex-snapshot
Seismic Performance and Response of Seismically Isolated Curved Steel I-Girder Bridge
inferredcites →https://doi.org/10.1080/13632460802003751openalex-snapshot
Distribution of Lateral Forces in Base-Isolated Buildings Considering Isolation System Nonlinearity
inferredcites →https://doi.org/10.1111/0885-9507.00174openalex-snapshot
Nonlinear Analysis of Structural Frame Systems by the State‐Space Approach
inferredcites →https://doi.org/10.1193/032414eqs040mopenalex-snapshot
Comparative Life Cycle Analysis of Conventional and Base‐Isolated Buildings
inferredcites →https://doi.org/10.1193/092113eqs256mopenalex-snapshot
Assessing the Collapse Probability of Base‐Isolated Buildings considering Pounding to Moat Walls using the FEMA P695 Methodology
inferredcites →https://doi.org/10.1193/1.2982531openalex-snapshot
Modeling Triple Friction Pendulum Bearings for Response‐History Analysis
inferredcites →https://doi.org/10.4231/d3348gh00openalex-snapshot
The Next Generation of Codes for Seismic Isolation in the United States and Regulatory Barriers to Seismic Isolation Development.

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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Experimental study of the effect of restraining rim design on the extreme behavior of pendulum sliding bearings
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Development of a tunable friction pendulum system for semi‐active control of building structures under earthquake ground motions
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Experimental and Analytical Study of a Novel Friction Pendulum Bearing With Uplift Restraint
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Intelligent computing and simulation in seismic mitigation efficiency analysis for the variable friction coefficient RFPS structure system
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.113538openalex-snapshot
Effect of earthquake-induced transverse poundings on a 32 m span railway bridge isolated by friction pendulum bearings
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Numerical study on seismic performance of a novel multi-level aseismic highway bridge with cable-sliding friction aseismic bearings and dissipative controlled rocking piers
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Anti-uplift friction pendulum bearing: Theoretical derivation, numerical simulation, and experimental investigation
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Experimental and numerical study of the extreme behavior of double concave friction pendulum bearings
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Shake table tests of gravity well-inspired double friction pendulum systems under Bi-directional ground motions
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Influence of the breakaway friction on the seismic response of buildings isolated with curved surface sliders: Parametric study and design recommendations
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Optimization design of triple friction pendulums for Base-isolated High-rise buildings based on bearing displacement and collapse fragility
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Comparative analysis of the dynamic behavior of structures equipped with cylindrical and spherical frictional bearings subjected to near-fault earthquakes
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Friction coefficient of sliding isolators in icing conditions
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Modified endurance time method for seismic performance assessment of base-isolated structures
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