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Influence of directionality of spectral‐compatible Bi‐directional ground motions on critical seismic performance assessment of base‐isolation structures
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Outgoing claims: the papers this work cites, builds on, or argues with.
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Critical response of structures to multicomponent earthquake excitation
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Performance of base‐isolated reinforced concrete buildings under bidirectional seismic excitation considering pounding with retaining walls including friction effects
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Multi‐angle, multi‐damage fragility curves for seismic assessment of bridges
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Accounting for directionality as a function of structural typology in performance‐based earthquake engineering design
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Spatial seismic modeling of base‐isolated buildings pounding against moat walls: effects of ground motion directionality and mass eccentricity
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Probabilistic loss assessment of curved bridges considering the effect of ground motion directionality
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Characteristics of 3‐dimensional earthquake ground motions
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Seismic response of three‐dimensional r/c multi‐storey frame building under uni‐ and bi‐directional input ground motion
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The significance of considering multiple angles of seismic incidence for estimating engineering demand parameters
inferredcites →https://doi.org/10.1016/j.engstruct.2007.01.008openalex-snapshot
Influence of angle of incidence on seismic demands for inelastic single-storey structures subjected to bi-directional ground motions
inferredcites →https://doi.org/10.1016/j.engstruct.2010.02.006openalex-snapshot
The impact of the earthquake incident angle on the seismic loss estimation
inferredcites →https://doi.org/10.1016/j.jcsr.2019.05.044openalex-snapshot
Implications of bidirectional interaction on nonlinear seismic response of steel piers
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Influence of bi-directional ground motions on the inelastic response of one-storey in-plan irregular systems
inferredcites →https://doi.org/10.1061/(asce)1084-0702(2006)11:1(122)openalex-snapshot
Orthogonal Effects in Seismic Analysis of Skewed Bridges
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Response Spectral Matching of Two Horizontal Ground-Motion Components
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Ductility of Square-Confined Concrete Columns
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Selection and Scaling of Real Accelerograms for Bi-Directional Loading: A Review of Current Practice and Code Provisions
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Significance of Rotating Ground Motions on Behavior of Symmetric‐ and Asymmetric‐Plan Structures: Part I. Single‐Story Structures
inferredcites →https://doi.org/10.1193/072012eqs242mopenalex-snapshot
Significance of Rotating Ground Motions on Behavior of Symmetric‐ and Asymmetric‐Plan Structures: Part II. Multi‐Story Structures
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Maximum Spectral Demands in the Near‐Fault Region
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Representation of Bidirectional Ground Motions for Design Spectra in Building Codes
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Stress-Strain Behavior of Concrete Confined by Overlapping Hoops at Low and High Strain Rates
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Orientation-Independent Measures of Ground Motion
inferredcites →https://doi.org/10.1785/0120060194openalex-snapshot
Orientation-Dependent Ground-Motion Measure for Seismic-Hazard Assessment
inferredcites →https://doi.org/10.1785/0120070007openalex-snapshot
Beyond SaGMRotI: Conversion to SaArb, SaSN, and SaMaxRot
inferredcites →https://doi.org/10.1785/0120090400openalex-snapshot
Orientation-Independent, Nongeometric-Mean Measures of Seismic Intensity from Two Horizontal Components of Motion
inferredcites →https://doi.org/10.1785/0120130276openalex-snapshot
Validation of Ground-Motion Simulations through Simple Proxies for the Response of Engineered Systems
inferredcites →https://doi.org/10.1785/bssa0760051393openalex-snapshot
Complex polarization analysis of particle motion
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Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity
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INCREMENTAL DYNAMIC ANALYSIS FOR SEISMIC RESPONSE BEHAVIOR OF ISOLATED BRIDGES UNDER BIDIRECTIONAL EARTHQUAKE LOADING
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Synthesis of spectrum-compatible bi-directional seismic accelerograms with target elliptical component of polarization
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ESTIMATION OF PLASTIC STRAIN ENERGY OF BI-DIRECTIONAL COUPLING MODEL BY CONSIDERING DIRECTIVITY OF EARTHQUAKE MOTIONS
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ELASTO-PLASTIC DYNAMIC BEHAVIORS OF THE BUILDING FRAMES SUBJECTED TO BI-DIRECTIONAL EARTHQUAKE MOTION
inferredcites →https://doi.org/10.3133/ofr20081128openalex-snapshot
Documentation for the 2008 update of the United States National Seismic Hazard Maps
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FORMULATION OF A NOVEL OPENSEES ELEMENT FOR FPS BEARINGS WITH ENHANCED FRICTION MODEL
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.70113openalex-snapshot
Structural Health Monitoring of a Unidirectional Isolation Bridge: Bidirectional Seismic Behavior, Stochastic Model Updating, and Prediction
inferred← citeshttps://doi.org/10.1002/eqe.70216openalex-snapshot
Sensitivity of 3D Base‐Isolated Buildings to Individual Isolator Variability
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/10.1002/eqe.70283openalex-snapshot
Directionality Scaling of Scalar and Vector Ground Motion Intensity Measures
inferred← citeshttps://doi.org/10.1007/s10518-022-01455-3openalex-snapshot
Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model
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Numbers of records and input directions required for structural deterministic and probabilistic performance assessments
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Loss-based seismic retrofitting design for existing RC structures through loss-displacement demand transition
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A stochastic CSM-based displacement-oriented design strategy for the novel precast SRC-UHPC composite braced-frame in the externally attached seismic retrofitting
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Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures
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On the displacement control performance of base-isolated structures incorporating nonlinear negative stiffness device
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Diaphragm flexibility and earthquake resilience of buildings with re-entrant corners under multi-directional shaking
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.109544openalex-snapshot
Ground motion directionality effects on the base isolated buildings
inferred← citeshttps://doi.org/10.1016/j.jcsr.2024.109290openalex-snapshot
Cyclic behavior of variable friction dampers with two-stage energy dissipation and stiffness
inferred← citeshttps://doi.org/10.1016/j.jobe.2022.104904openalex-snapshot
Seismic retrofitting of existing frame buildings through externally attached sub-structures: State of the art review and future perspectives
inferred← citeshttps://doi.org/10.1016/j.jobe.2022.105465openalex-snapshot
A PDEM-based non-parametric seismic fragility assessment method for RC structures under non-stationary ground motions
inferred← citeshttps://doi.org/10.1016/j.jobe.2023.106240openalex-snapshot
Shaking table tests of base-isolated reinforced concrete frame by double friction pendulum bearings
inferred← citeshttps://doi.org/10.1016/j.net.2025.103599openalex-snapshot
Floor response characteristics of NPP auxiliary building subjected to bi-directional ground motions
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Investigation on fluid–structure interaction effect and simplified method of water tank in nuclear power plants
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A direct analytical derivation of the multi-dimensional fragility spaces of structures under nonstationary mainshock-multi-aftershock sequences
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Impact of Ground Motion Incident Angle on Seismic Performance of Reinforced Concrete Frame Building Without and with Metallic Damper
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Exploring the Use of Orientation-Independent Inelastic Spectral Displacements in the Seismic Assessment of Bridges
inferred← citeshttps://doi.org/10.3389/fbuil.2022.1034166openalex-snapshot
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Parametric Investigation of Self-Centering Prestressed Concrete Frame Structures with Variable Friction Dampers
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