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Shake table tests of steel towers supporting extremely long-span electricity transmission lines under spatially correlated ground motions
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Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/(sici)1096-9845(199904)28:4<333::aid-eqe820>3.0.co;2-ropenalex-snapshot
Spatial ground motion effect on relative displacement of adjacent building structures
inferredcites →https://doi.org/10.1002/eqe.1076openalex-snapshot
Influence of ground motion spatial variation, site condition and SSI on the required separation distances of bridge structures to avoid seismic pounding
inferredcites →https://doi.org/10.1002/eqe.166openalex-snapshot
Seismic response of multi‐span simply supported bridges to a spatially varying earthquake ground motion
inferredcites →https://doi.org/10.1002/eqe.2168openalex-snapshot
Experimental investigation of spatially varying effect of ground motions on bridge pounding
inferredcites →https://doi.org/10.1002/eqe.4290210101openalex-snapshot
Effects of ground motion spatial variability on the response of cable‐stayed bridges
inferredcites →https://doi.org/10.1002/eqe.4290220503openalex-snapshot
Arch responses to correlated multiple excitations
inferredcites →https://doi.org/10.1002/eqe.943openalex-snapshot
Required separation distance between decks and at abutments of a bridge crossing a canyon site to avoid seismic pounding
inferredcites →https://doi.org/10.1007/s11431-011-4362-8openalex-snapshot
Strength behavior and collapse of spatial-reticulated structures under multi-support excitation
inferredcites →https://doi.org/10.1007/s11803-010-0006-4openalex-snapshot
A modified method for simulating non-stationary multi-point earthquake ground motion
inferredcites →https://doi.org/10.1007/s11803-011-0055-3openalex-snapshot
Simulation of spatially correlated earthquake ground motions for engineering purposes
inferredcites →https://doi.org/10.1016/0029-5493(89)90241-0openalex-snapshot
Multiple-station ground motion processing and simulation based on smart-1 array data
inferredcites →https://doi.org/10.1016/0141-0296(95)00217-0openalex-snapshot
Multiple excitation effects on response of symmetric buildings
inferredcites →https://doi.org/10.1016/c2013-0-08173-xopenalex-snapshot
Similarity and Dimensional Methods in Mechanics
inferredcites →https://doi.org/10.1016/j.engstruct.2012.07.012openalex-snapshot
Numerical simulation of pounding damage to bridge structures under spatially varying ground motions
inferredcites →https://doi.org/10.1016/j.engstruct.2016.09.010openalex-snapshot
Influence of spatial variation of ground motions on dynamic responses of supporting towers of overhead electricity transmission systems: An experimental study
inferredcites →https://doi.org/10.1016/j.jcsr.2006.09.009openalex-snapshot
Seismic design for steel trussed arch to multi-support excitations
inferredcites →https://doi.org/10.1016/j.probengmech.2011.12.001openalex-snapshot
An improved approximation for the spectral representation method in the simulation of spatially varying ground motions
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1990)116:1(125)openalex-snapshot
Arch Dam Response to Nonuniform Seismic Input
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1994)120:11(2326)openalex-snapshot
Ground‐Motion Spatial Variation Effects on Circular Arch Responses
inferredcites →https://doi.org/10.1061/(asce)be.1943-5592.0000602openalex-snapshot
Validation of Fault Rupture-Response Spectrum Analysis Method for Curved Bridges Crossing Strike-Slip Fault Rupture Zones
inferredcites →https://doi.org/10.1080/13287982.2008.11464989openalex-snapshot
Response of a Rc Bridge in WA to Simulated Spatially Varying Seismic Ground Motions
inferredcites →https://doi.org/10.1260/1369-4332.13.6.1089openalex-snapshot
Seismic Response of a Steel Trussed Arch Structure to Spatially Varying Earthquake Ground Motions Including Site Effect
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Rapid Earthquake Impact Prediction Using Data from Non-Expert Observers
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Seismic Analysis of Pile Foundations for Transmission Towers
inferred← citeshttps://doi.org/10.1007/s10518-021-01124-xopenalex-snapshot
Seismic fragility analysis of transmission towers considering effects of soil-structure interaction and depth-varying ground motion inputs
inferred← citeshttps://doi.org/10.1007/s10518-023-01617-xopenalex-snapshot
Shake table testing of a physical model of telecomunication tower
inferred← citeshttps://doi.org/10.1007/s11803-025-2350-4openalex-snapshot
Shake table tests and numerical investigations on the seismic response of transmission tower-line systems under strike-slip fault rupture
inferred← citeshttps://doi.org/10.1016/j.engstruct.2017.11.046openalex-snapshot
Influence of different criteria for selecting ground motions compatible with IEEE 693 required response spectrum on seismic performance assessment of electricity transmission towers
inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.110224openalex-snapshot
Shaking table test and numerical analysis of dynamic coupling effect between suspended system and OLF1000
inferred← citeshttps://doi.org/10.1016/j.engstruct.2026.122483openalex-snapshot
Theoretical and numerical studies on the methods in the design of scaled dynamic experiments for transmission tower-line coupling systems
inferred← citeshttps://doi.org/10.1016/j.engstruct.2026.123509openalex-snapshot
A multi-support response spectrum method for response prediction of large-dimensional structures under spatially varying earthquake ground motions
inferred← citeshttps://doi.org/10.1016/j.ijdrr.2024.105043openalex-snapshot
Rapid earthquake impact prediction using non-ignorable missing data from non-expert observers
inferred← citeshttps://doi.org/10.1016/j.ijdrr.2024.105133openalex-snapshot
Development of a damage simulator for probabilistic seismic vulnerability assessment of electrical installations
inferred← citeshttps://doi.org/10.1016/j.istruc.2020.06.017openalex-snapshot
Shaking table test on 1000 kV UHV transmission tower-line coupling system
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.01.042openalex-snapshot
Collapse failure analysis and fragility analysis of a transmission tower-line system subjected to the multidimensional ground motion of different input directions
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.03.003openalex-snapshot
Seismic fragility analysis of critical facilities in communication base station based on shaking table test
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107518openalex-snapshot
Seismic response of tower-line system considering the SSI effects under translational-rotational excitations
inferred← citeshttps://doi.org/10.1016/j.jcsr.2019.02.011openalex-snapshot
Probabilistic seismic demand model and fragility analysis of transmission tower subjected to near-field ground motions
inferred← citeshttps://doi.org/10.1016/j.jcsr.2020.105941openalex-snapshot
Sensitivities of the seismic response and fragility estimate of a transmission tower to structural and ground motion uncertainties
inferred← citeshttps://doi.org/10.1016/j.jcsr.2022.107344openalex-snapshot
Seismic fragility assessment of a transmission tower considering mainshock-aftershock sequences
inferred← citeshttps://doi.org/10.1016/j.ress.2024.110783openalex-snapshot
Resilience-based seismic safety evaluation of pile-supported overhead transmission lines under depth-varying spatial ground motions
inferred← citeshttps://doi.org/10.1016/j.soildyn.2019.03.002openalex-snapshot
Transverse response of pile group foundations supporting a long-span cable-stayed bridge under uniform and nonuniform excitation
inferred← citeshttps://doi.org/10.1016/j.soildyn.2023.108112openalex-snapshot
Structural performance of long-span truss structures in ultrahigh voltage substations under multi-hazard action of earthquake and icing
inferred← citeshttps://doi.org/10.1016/j.soildyn.2024.108662openalex-snapshot
Stochastic seismic dynamic response analysis for coupled transmission tower-insulator-line systems considering soil-structure interaction
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109267openalex-snapshot
Significance of long-period ground motions on the seismic performance of transmission tower-line systems through multi-array shake table tests
inferred← citeshttps://doi.org/10.1016/j.tws.2024.111584openalex-snapshot
Shake table test and seismic fragility analysis of transmission tower-line system considering duration effect
inferred← citeshttps://doi.org/10.1061/(asce)as.1943-5525.0001245openalex-snapshot
Ensuring the Structural Safety of Overhead Transmission Lines by Design
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0002000openalex-snapshot
Orienting Ground Motion Inputs to Achieve Maximum Seismic Displacement Demands on Electricity Transmission Towers in Near-Fault Regions
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0003359openalex-snapshot
Experimental and Numerical Study of Near-Fault Seismic Performance of 2-Story Steel Framed Building with Self-Centering Modular Panels
inferred← citeshttps://doi.org/10.1080/13632469.2022.2113000openalex-snapshot
Seismic Performance Analyses of Pile-supported Transmission Tower-line Systems Subjected to Depth-varying Spatial Ground Motions
inferred← citeshttps://doi.org/10.1080/13632469.2022.2158965openalex-snapshot
Effect of Fault Crossing Angle and Location on Seismic Behavior of Transmission Tower-Line System
inferred← citeshttps://doi.org/10.1142/s0219455419500561openalex-snapshot
A Bidirectional Pounding Tuned Mass Damper and Its Application to Transmission Tower-Line Systems under Seismic Excitations
inferred← citeshttps://doi.org/10.1142/s0219455420400155openalex-snapshot
Shaking Table Tests of a Reduced-Scale UHV Transmission Tower-Line System Subjected to Near-Fault Ground Motions
inferred← citeshttps://doi.org/10.1142/s021945542450127xopenalex-snapshot
Effect of Traveling Waves on Seismic Behavior of Fault-Crossing Transmission Tower-Line Systems
inferred← citeshttps://doi.org/10.1142/s0219455425502153openalex-snapshot
Synchronous Tracking Control Strategy of Dual-Actuator Excited Shaking Table
inferred← citeshttps://doi.org/10.1155/2022/6347334openalex-snapshot
Determining the Optimal Scalar Intensity Measure of Floor Communication Towers
inferred← citeshttps://doi.org/10.1177/10775463221138171openalex-snapshot
Study on mechanism analysis, specimen influence, and compensation control of large compound shaking table
inferred← citeshttps://doi.org/10.1177/13694332221151018openalex-snapshot
Seismic responses of transmission tower-line system under multi-component ground motions
inferred← citeshttps://doi.org/10.3390/app142310909openalex-snapshot
Seismic Fragility Analysis of the Transmission Tower-Line System Considering Bolt Slippage
inferred← citeshttps://doi.org/10.3390/app151910734openalex-snapshot
Seismic Performance Assessment of 170 kV Line Trap Systems Through Shake Table Testing and Finite Element Analysis
inferred← citeshttps://doi.org/10.3390/app16178746openalex-snapshot
Performance Evaluation of Wire Rope Isolators for Enhancing Transportation Safety of Pre-Assembled Electricity Transmission Tower Segments
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